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BUTLER AV_111.pdf
DATE ISSUED: 06 -12 -2013 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT CELL TOWER 111 BUTLER AVE CITY OF TYBEE PO BOX 2749 TYBEE ISLAND GA 31328 -2749 ANSCO AND ASSOCIATES LLC 736 PARK NORTH BOULEVARD CLARKSTON GA 30021 P $2,000.00 $26,000.00 PERMIT #: 130382 TOTAL BALANCE DUE: $2,000.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Ty bee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org Property Address: «t 3-(HQ-( -b13 City of Tybee Island, Georgia 912 - 472 -5033 or 912 - 472 -5031 - Fax 912 - 786 -9539 APPLICATION FOR BUILDING PERMIT i 14_s (a,e cA 313 2% Pas ❑ Single Family ❑ Duplex ❑ Multi - Family units ❑ Commercial units Details of Project: C'n1���I tOt ct 44,1 D-1 (Check all that apply) n Discovery/Tearout ❑ Footprint Changes - new _ square feet heated /cooled 3 v furl rk a s rtn^ar vU� aVI G1 ((ate �. 1 o vi e , u f Cos�of Construction: Zb DOC , 00 Estimated $ I Demolition of Structure Other A l +T C31Ar/ (./av,c e,14'1►'."3 IrIA'k✓' (c) e)(iS,/isvt.) CArreAn. 4f -11\44--- 6 1 7- T i y . AO/Cf r✓t) a Plc, d o ///4 5 0+ u 1,4 Ovt QX ia' it) /941 (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of �thework, two sets of construction drawings and /or a site plan may be required. Year Built: !- (/ Q ' Listed on National Historic Register or located within a National Historic District? Y * Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designatio , you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation /y11 de,L4no ►a41 Gl�r /Iti/ M�( During construction: On -site rest m facilities will be provided through /✓15 cO SIOG. . Construction debris will be disposed by /,/�/t by means of Al 1 ,4 . I understand that I must comply with zoning, flood damage co trot, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be ne essary to restore drainage impaired by thil rmitte cor/st c 2 � � Date: ('/ (/ f 13 Signature of Applic�,,,,aAit: Printed Name /V orc &,i ` /1/t1, it/ Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager . Signatu e Date 0/ Co- v2 -t-3 FEES Permit 7.00'3 Incnartinnc Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Z0 n 0 Name Mailing Address Telephone Owner I r C ` o'. 1 ij �ee. 7-5 • P.n. 1-50'1, 2`7ti9 �/6*.,- -� s f4 ( 3 t3 Zi Home: �IIZ -r-f72 -'5-031 Cell: Architect or Engineer 111n �r y l�� .5d Mavt4e(( C$. �I to3 R we/l GA l r )30o7b Contractor A ‘,\,,,„ ar^r� 41,0C.. I X36 P 4 Nor' -li (3Iva1, Sot. Iboo C,lai�$ 1,4,n , C A 3boz1 Office: yoy— c'bq-4' 7o0 Cell: — Pas ❑ Single Family ❑ Duplex ❑ Multi - Family units ❑ Commercial units Details of Project: C'n1���I tOt ct 44,1 D-1 (Check all that apply) n Discovery/Tearout ❑ Footprint Changes - new _ square feet heated /cooled 3 v furl rk a s rtn^ar vU� aVI G1 ((ate �. 1 o vi e , u f Cos�of Construction: Zb DOC , 00 Estimated $ I Demolition of Structure Other A l +T C31Ar/ (./av,c e,14'1►'."3 IrIA'k✓' (c) e)(iS,/isvt.) CArreAn. 4f -11\44--- 6 1 7- T i y . AO/Cf r✓t) a Plc, d o ///4 5 0+ u 1,4 Ovt QX ia' it) /941 (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon the scope of �thework, two sets of construction drawings and /or a site plan may be required. Year Built: !- (/ Q ' Listed on National Historic Register or located within a National Historic District? Y * Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designatio , you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. * Also see the Tybee Island Land Development Code Article 14: Historic Preservation /y11 de,L4no ►a41 Gl�r /Iti/ M�( During construction: On -site rest m facilities will be provided through /✓15 cO SIOG. . Construction debris will be disposed by /,/�/t by means of Al 1 ,4 . I understand that I must comply with zoning, flood damage co trot, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that may be ne essary to restore drainage impaired by thil rmitte cor/st c 2 � � Date: ('/ (/ f 13 Signature of Applic�,,,,aAit: Printed Name /V orc &,i ` /1/t1, it/ Note: A permit normally takes 7 to 10 days to process Approvals: Planning & Zoning Manager Building Official Water /Sewer Storm /Drainage City Manager . Signatu e Date 0/ Co- v2 -t-3 FEES Permit 7.00'3 Incnartinnc Cap Cost Rec Water Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Z0 n 0 LEAD -BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based Paint and Asbestos Program (404) 363 -7026. Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size. * * * * * * * * * * * * * * * * * * * ** Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. * * * * * * * * * * * * * * * * * * * * * BMPs While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sd1 — Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission; http://www.gaswcc.org/docs/field_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to material. The stone will be a representation of 1.5 " -3.5" stone or larger. Type A sediment barriers have been installed where Type C is required and shown on the permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impactgjthe second one. The complete assembly and installation must be compliant; steel or wood ,o ype C car A. "'tip Siena 'ur for receipt oihL ad Paint- Asbestos, an MP notices. /14111-4 t\iAl Printed Name 5 /6 /3 Date HUSSEY, GAY, BELL & 1 V'3J CONSULTING ENGINEERSEYOUNG, INC. A Bell Company June 11, 2013 Ms. Diane D. Schleicher -City Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 -2749 ESTABLISHED 1958 Re: Replacement of 3 AT &T Antennas (410 -013) on Existing Tybee Water Tank 111 Butler Ave Tybee Island, GA Dear Mrs. Schleicher; CEDED x_13 This letter summarizes the results of HGBD's review of the Permit Submittal for the attachment of new antennas to the existing water tank. The submittal included drawings, originally dated May 30, 2013 and revised June 11, 2013, prepared by PM &A; the Application for Building Permit, dated May 16, 2013; and the Structural Evaluation dated May 15, 2013, revised May 29, 2013 and subsequently revised on June 10, 2013. The Drawings T -1, C -1 - C -7, S -1, E -1 - E -4 included layout, details, specifications and coatings information. HGBD's review was undertaken in order to assess, in general, if the design documentation for the proposed improvements appears to be consistent with applicable codes and good professional practices. The reviewer has not undertaken a detailed analysis of the calculations or verified the technical sufficiency of each design element, responsibilities that remain solely with the designer-of-record. This review was limited to the structural portions of the submittal only. We have reviewed the submittal and understand that the Tenant, AT &T, desires to replace 3 antennas on the existing water tank located at 111 Butler Ave. The new antennas will require new ancillary equipment on the existing concrete pad. It is our understanding that the tank currently has numerous antennas and other hardware from different companies at this time. Based on our review of the calculations and drawings, we recommend that the project be approved. If the City of Tybee Island has a maintenance agreement with a utility services company or similar company then the maintenance company shall review the plans. Please call if there are any questions. Sincerely; Michael Zaitz, PE CC: Steve Wohlfeil Marshall Melvin — PM &A 329 COMMERCIAL DRIVE (31406) • P.O. BOX 14247 • SAVANNAH, GEORGIA 31416 -1247 • TELEPHONE 912,354 A626 • FACSIMILE 912354.6754 STRUCTURAL ANALYSIS REPORT WATER TANK RECEIVED -�3 /.6rN Prepared For: PM &A 30 Mansell Court, Suite 103 Roswell, GA 30076 AT &T Site Number: 410 -013 AT &T Site Name: TYBEE ISLAND 111 Butler Avenue, Tybee Island, GA 31328 ENGINEERING & Destek Job No: 010010233 June 10, 2013 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410-0131—Structural Analysis CONTENTS 1.0— SUBJECT AND REFERENCES 2.0 — PROPOSED ADDITION 3.0 - CODES AND LOADING 4.0 - STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES 5.0 - ANALYSIS AND ASSUMPTIONS 6.0 — RESULTS AND CONCLUSION APPENDICES A —CALCULATIONS Page 10 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410- 013] — Structural Analysis 1.0 SUBJECT AND REFERENCES The purpose of this analysis is to evaluate the structural capacity of the wireless telecommunication installation on the existing water tank, located at 111 Butler Avenue, Tybee Island, GA 31328, for the additions and alterations proposed by AT &T. Structural Analysis is based on the following information provided to Destek Engineering, LLC (Destek): • Tower Mapping Report prepared by Tower Engineering Professionals, dated 09/19/2012. • Structural Evaluation Report prepared by AW Solutions Inc., dated 09/24/2012. • Structural Analysis Report prepared by AW Solutions Inc., dated 11/06/2012. • Existing and proposed antennas information provided by AT &T. 1.1 STRUCTURE The structure is a 151 foot tall pedisphere water tank. The water tank capacity is 150,000 Gallons as reported on the tank ID tag and the measured diameter of the tank is reported as 34.5 feet. AT &T antennas are attached to a corral structure at the top of the tank, formed by 4' -8" tall (1)2.5 standard vertical pipes and L3x3x5/16 angles. Each pipe is braced with L2.5x2.5x1/4 angle kickers. 2.0 PROPOSED ADDITION Proposed changes are tabulated below: Proposed AT &T cabinets attached to the H- frame: Cabinet type Location (1) Raycap DC6- 4860 -0 -IE- 35 Ibs (1) Purcell Cabinet (FLX16WS)- 225 Ibs (1) Fiber Slack Box -20 Ibs (1) Proposed H -frame Existing Configuration of AT &T Appurtenances: Rad Center (ft.) Antennas & Equipment Mounts 154 (3) Kathrein 80010764 (3) Kathrein 742215 (1) Raycap DC6 (3) RRUs 11 (3) Andrew ETM190G -12UB (6) Corral pipe mounts Page 11 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis Proposed and Final Configuration of AT &T Appurtenances: Rad Center (ft) Antennas & Equipment Mounts 154 (3) Kathrein 80010764 (3) Kathrein 742236* (2) Raycap DC6* (2) Raycap DC2* (6) RRUs 11* (3) Andrew ETM190G -12UB (6) Corral pipe mount *Mount pipes for new antennas and equipment should be removed and replaced with (3) 8' long 2.5 Std. pipes. Appurtenances by others: Carrier Rad Center (ft.) Antennas & Equipment Mounts Sprint 154 (3) Andrew — TMBXX- 6517 -R2M (2) Lucent TMA - E15508P78 -05 (3) Corral pipe mount Unknown 154 20' Dipole (1) Corral pipe mount 3.0 CODES AND LOADING The analysis is in accordance with: • 2006 International Building Code • ASCE 7 -05, Minimum Design Loads for Buildings and Other Structures • AISC, Manual of Steel Construction, ASD 13th Edition. • ANSI /AWWA D- 100 -05 Welded Carbon Steel Tanks for Water Storage The following loading parameters were used: • Basic wind speed, V =150 mph, Exposure C • 1 =1.15 for Wind Loads Page 12 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis 4.0 STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES The analysis is based on the information provided to Destek and is assumed to be current and correct. Unless otherwise noted, the structure and the foundation system are assumed to be in good condition, free of defects and can achieve theoretical strength. It is assumed that the structure has been maintained and shall be maintained during its service. The superstructure and the foundation system are assumed to be designed with proper engineering practice and fabricated, constructed and erected in accordance with the design documents. Destek will accept no liability which may arise due to any existing deficiency in design, material, fabrication, erection, construction, etc. or lack of maintenance. The analysis results presented in this report are only applicable for the previously mentioned existing and proposed additions and alterations. Any deviation of the proposed equipment and placement, etc., will require Destek to generate an additional structural analysis. 5.0 ANALYSIS and ASSUMPTIONS The structure is considered to have adequate strength for the proposed loading, if the existing structural members which will be used to support the proposed equipment are structurally adequate per the current code criteria or the additions or alterations to the existing structure do not increase the force in any structural element by more than 5 %. Page 1 3 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis 6.0 RESULTS AND CONCLUSION H- Frame: The proposed cabinets should be mounted to the new H -Frame formed by 4" diameter standard pipes welded to %" base plates anchored to the existing concrete slab with (4) %" Hilti Kwik 11 bolts with minimum 3 1/2" embedment. Minimum anchor edge distance should not be less than 31/2 inches. Please refer to the attached calculations. Water Tank: Using a load comparison analysis using AW Solutions Inc.'s Finite Element Analysis Report dated 11/06/12, the tank is found to have adequate capacity for the proposed additions by AT &T. As a maximum, the tank shaft will be stressed to 83% of capacity. We recommend maintaining a minimum of 20000 gallons of water at all times. Antenna Mount Corral: The existing antenna corral on top of the water tank is found to have adequate capacity for the proposed changes. As a maximum the corral members are stressed at 74% of its capacity. The existing antenna pipes will have adequate capacity for the proposed changes once they are upgraded per Destek drawings dated 06/10/2013. Therefore, the alterations proposed by AT &T can be implemented as intended once the antennas pipes are replaced and with the conditions and recommendations outlined in this report. Should you need any clarifications or have any questions about this report, please contact me at (770) 693 -0835. Sincerely, Destek Engineering, LLC 06 -10 -2013 Ahmet Colakoglu, PE Georgia Professional Engineer License No: 33872 Page ( 4 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 APPENDIX A CALCULATIONS Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Structural Analysis of Existing Water Tank: 111 ButlerAvenue, Tybee Island, GA, 31328 Standards: .ASCE 7 -05 Minimum Design Loads for Buildings & Other Structures IBC 2006 LVAIIStrilal Tit rrxflttT 1 .V.iii! hA m � V.Z." O* It TIE <tf.R4 `k131t l t*>fllt i Md2.7StE, ATIT MATINK 1-,0; 14.oRJ.117 #TIT R_ifLAr ray- :, 0.1 TMfl Fret CMS-. tofu Tti .2.nun i` ]iC tratrf.8 YMOVVE RPt tIfN:1iL'SM ±wrxFris Cb sF ref* CI .7. R.TE11 TT.k« r / TohER ELEVAttott 5 r <Alto; 1 R[ tatWflT PAD TL Prepared By: Destek Engineering, LLC 1 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Water Tank and Equipment Properties TopOfTank := 154ft To Be Removed Antenna 1 is a Kathrein 742215 (1 per sector, 3 sectors) TBRAntennalH := 51.7in TBRAntennalw := 6.1in TBRAntennalD := 2.8in TBRAntennal Weight 0.0237kip NumberOfTBRAntennal := 3 Proposed RRU 1 is a Ericsson RRU11 (1 per sector, 3 sectors) PropRRU1 := 17in PropRRUlw := 7.2in PropRRU1D := 17in PropRRUlweight 0.055kip NumberOfPropRRUl := 3 Proposed Equip 2 is a Raycap DC6 (1 per sector, 1 sectors) PropEquip2g := 24in PropEquip2w := l0in PropEquip2D := l0in PropEquip2weight 0.016kip NumberOfPropEquip2 := 1 Proposed Antenna 1 is an Kathrein 742236 (1 per sector, 3 sectors) PropAntennalH := 51.9in PropAntennalw := 12.7in PropAntennalD := 2.8in PropAntennalWeight 0.0375kip NumberOfPropAntennal := 3 Proposed Equip 1 is a Raycap DC2 (1 per sector, 2 sectors) PropEquip1g := 10.25in PropEquiplw := 10.38in PropEquiplD := 6.29in PropEquiplWeight 0.016kip NumberOfPropEquipl := 2 Proposed Fiber and Power Cables (Estimated) Cablelg := TopOfTank Cablelw := 1.625in CablelD := 1.625in Cablel weight 0.001 kip Cablel H ft NumberOfCablel := 0 Cables run along inside of tank Prepared By: Destek Engineering, LLC 2 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM FTBRantennas AnetTBRantennal • Cf• qz• G• KZ Kd = 0.682• kip Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS 1. Wind Load (reference ASCE 7 -05 section 6.5.15) Input: Velocity Pressure: Location: Tybee Island, GA ASCE 7 Reference Classification: IV table 1 -1 pg 3 Exposure category: Exp := C (Conservative) section 6.5.6.2 pg. 25 zg := 900 a :- 9.5 Exposure C used due to openings larger than 600 ft, in 3200 ft surrounding. From Table 6 -2 TopOfTank z:- = 154 1ft Velocity pressure exposure coefficient: 2 (z a Kz := 2.01 • —/ = 1.386 `zg Height of proposed appurtenances AGL table 6 -3 pg 79 Topographic factor: Kzt := 1.0 section 6.5.7.2 pg. 26. Does not meet all the conditions specified in Section 6.5.7.1 Wind directional factor: Kd := 0.95 table 6 -4 pg. 80. Round Tank Basic wind speed: V := 150 mph figure 6-1B pg. 35. Chatham County Importance I := 1.15 table 6 -1 pg 77 factor: qz := 0.00256•Kzt•V2•I.psf qZ = 66.24•psf equation (6 -15), pg 27 Calculate Wind Forces on Antennas To- Be- Removed Antennas To Gust effect factor: G := 0.85 section 6.5.8.1 pg 26 Be Removed: Force coefficient: Cf := 1.4 figure 6 -21 pg. 74 Area: := max (TBRAntennalw, TBRAntennalD)• TBRAntennalH •NumberOfTBRAntennal = 6.57ft2 AnetTBRantenna 1 Wind Load: TopOfTank z :- lft 2 z to Kz: =2.01 — zg/ = 1.386 Prepared By: Destek Engineering, LLC 3 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Fpropantennas := Anetpropantennal Cf' qZ G. KZ Kd = 1.425 • kip FpropRRUs AnetpropRRU1' Cf• qz- G. KZ Kd = 0.893 • kip Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Calculate Wind Forces on Proposed Antennas Proposed Gust effect factor: G := 0.85 Antennas: Force coefficient: Cf 1.4 f �_ Area: Anetpropantennal max (PropAntennalw, PropAntennalD)• PropAntennal1 •NumberOfPropAntennal section 6.5.8.1 pg 26 figure 6 -21 pg. 74 Wind Load: TopOfTank z :- lft 2 z�� Kz := 2.01.1- g = 1.386 = 13.732 ft2 Calculate Wind Farces on Proposed RRU's Proposed Gust effect factor: G := 0.85 section 6.5.8.1 pg 26 RRUs: Force coefficient: Cf := 2.0 figure 6 -21 pg. 74 Area: AnetpropRRU1 max(PropRRUlW ,PropRRU1D)•PropRRU111 NumberOfPropRRU1 = 6.021 ft2 TopOfTank z :- lft Wind Load: 2 a z Kz := 2.01.j 1 = 1.386 zg JJ Prepared By: Destek Engineering, LLC 4 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS E TEI ENGR4EERthG Calculate Wind Forces on Proposed Equipment Proposed Equipment: Area: Gust effect factor: Force coefficient: G := 0.85 Cf := 2.0 section 6.5.8.1 pg 26 figure 6 -21 pg. 74 Anetpropequip1 max (PropEquiplW, PropEquiplD) •PropEquip1H•NumberOfPropEquip1 = 1.478 ft2 Anetpropequip2 max (PropEquip2W, PropEquip2D)•PropEquip2H•NumberOfPropEquip2 = 1.667 ft2 TopOfTank z lft Wind Load: 2 cv KZ := 2.01.Hz 1 = 1.386 FpropEquip Anetpropequipl' Cf. qz• O. KZ Kd ... = 0.466• kip + Anetpropequip2' Cf• qz' G• KZ Kd Prepared By: Destek Engineering, LLC 5 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Mwind = (Fpropantennas + FpropRRUs + FpropEquip — FTBRantennas)' TopOfTank = 324• kip. ft Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS ES TEK iNGINEERiNG SUM /JAW OF PROPOSED IN LOADS Fwind Fpropantennas + FpropRRUs + FpropEquip — FTBRantennas = 2.102• kip 4. Compare Proposed Equipment Loads with Existing T n k+Ex sting Equipment Compare the existing tank's wind load to the proposed tank's wind load MExisting 8798kip• ft Mwind MExisting — 3.68.% From AW Solutions Inc. report dated 09/24/2012 Proposed equipment changes result in a 2.764% increase in moment at the base of the tank. StressMax := 81% of capacity at the shaft elevations 18' -26'. From AW Solutions Inc. report dated 11/06/2012 Mwind + MExisting NewStressMax := StressMax' — 83.981 • % MExisting Prepared By: Destek Engineering, LLC 6 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM toads - Used in Corral RIS`A Model Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS TEE K ENGMEERIM Proposed AT&T Mount Loads z :_ TopOfTank 1ft 2 cx K, := 2.01.1 -1 = 1.386 zg APropATTant max (PropAntennalw ,PropAntennalD)•PropAntennalg = 4.577 ft2 Cf := 1.4 FpropATTant APropATTant' Cf• qz' G• KZ Kd = 0.475 • kip WeightpropATTant 0.0375kip ApropATTrru max(PropRRUlw, PropRRU1D)•PropRRU1H = 2.007 ft2 Cf := 2.0 FpropATTrru ApropATTrru' Cf* qz' G. KZ Kd = 0.298 • kip WeightpropATTrru 0.050kip ApropATTdc2 max (PropEquiplw ,PropEquiplD)•PropEquiplg = 0.739 ft2 FpropATTdc2 := ApropATTdc2' Cf qZ G• KZ Kd = 0.11 • kip WeightpropATTdc2 0.016kip ApropATTdc6 max (PropEquip2W ,PropEquip2D)•PropEquip2H = 1.667 ft2 FpropATTdc6 ApropATTdc6' Cf. qz. G• KZ Kd = 0.247 • kip WeightpropATTdc6 := 0.032kip FpropATTant + FpropATTrru + FpropATTdc2 PropMountl :_ — 441.1171bf 2 WeightpropATTant + WeightpropATTrru + WeightpropATTdc2 PropMountlweight — 51.75.1bf FpropATTant + FpropATTrru + FpropATTdc6 PropMount2 := 2 - - — 509.903 lbf WeightpropATTant + WeightpropATTrru + WeightpropATTdc6 PropMount2weight — 59.75 lbf 2 Prepared By: Destek Engineering, LLC 7 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Existi n ; AT &T Mount Loads — 35.5 • lbf — 37.7- lbf Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS HexistATTant 12in WexistATTant := 72in WeightexistATTant 0.030kip Cf := 1.4 FexistATTant HexistATTant' WexistATTant' Cf' qz' G• KZ Kd = 0.623 kip HexistATTtma 10in WexistATTtma 8in WeightexistATTtma 0.011kip Cf := 2 FexistATTtma = HexistATTtma' WexistATTtma' Cf. qZ• G• KZ Kd = 0.082• kip HexistATTrru 16in WexistATTrru 7in We ightexistATTrru 0.030kip Cf := 2 FexistATTrru HexistATTrru' WexistATTrru' Cf•gZ G. KZ Kd = 0.115• kip FexistATTant + FexistATTmz + FexistATTtma ExistATTMountl := = 410.233•Ibf 2 ExistATTMountl weight WeightexistATTant + WeightexistATTrm + WeightexistATTtma 2 Existing Sprint Mount Loads HexistSprintant 84in WexistSprintant 12in WeightexistSprintant 0.0644kip Cf := 1.4 FexistSprintant HexistSprintant' WexistSprintant Cf qz' G• KZ Kd = 726.557 lbf HexistSprinttma loin WexistSprinttma 8in WeightexistSprinttma 0.011kip Cf := 2 (Estimated) FexistSprinttma HexistSprinttma' WexistSprinttma' Cf. qz' G• KZ Kd = 82.376 lbf FexistSprintant + FexistSprinttma ExistSprintMountl := 2 — 404.467• lbf ExistSprintMountl weight WeightexistSprintant + WeightexistSprinttma 2 Existing Unknown Mount Loads Wunknown 2in Cf := 1.2 Funknown := Wunknown' Cf- qZ G KZ Kd = 14.828 • plf Prepared By: Destek Engineering, LLC 8 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Corral Member Loads F3x3x5 W3x3x5' Cf• qz' G• KZKd = 37.069. plf F2.5x2.5x4 W2.5x2.5x4' Cf. qz' G. KZKd = 30.891 • p1f Fpipe2.5 Wpipe2.5' Cf' qz' G• Kz Kd = 21.5 • plf Fpipe2 := Wpipe2' Cf• qZ G• Kz Kd = 17.608 • plf Fpipel.5 = Wpipel.5.Crgz.G.KZKd = 14.086•plf FpL := WpL• Cf* gZ G•KzKd = 49.426•plf Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS NGiNEERihG W3x3x5 3in Cf := 2 W2.5x2.5x4 := 2.5in Cf := 2 Wpipe2.5 2.9in Cf := 1.2 Wpipe2 2.375in Cf := 1.2 Wpipel.5 1.9in Cf := 1.2 WpL := 4in Cf := 2 Corral Analysis: - 51.751b - 509.25710 - 35.51b -59.7515 N Ni64 - 440.231b '► - 409.641b -2147 - 409.641b --271 d52 N41 N30 - 35.510 1 1 1.112 N11 - 34.2121 - 440.231b - 34.21210)0 -409.641b -45V1-61Vitb N10 N9 . a 4 Po► omer`/ P135 s^ _ ` a .3 - 34!�4�ijgaa �R�yr ' 5 c 'A -43s3 a - 402.9916 8 N89 - 440.2316 A Prepared By: Destek Engineering, LLC 9 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS ES TEK iNG,NEERtr:G Prepared By: Destek Engineering, LLC 10 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS CHECK ANTENNA MOUNTS Wind Load (reference ASCE 7 -05) Input: Velocity Pressure: Location: Tybee Island, GA Classification: Equipment height: Reference, ASCE -7 -05 11 table 1.1 pg 3 z: =7 ft Exposure category: Exp := "C" section 6.5.6.3 pg. 25 zg := 1200 if Exp = 'B" = 900 900 if Exp = "C" 700 if Exp = "D" 7.0 if Exp = "B" = 9.5 9.5 if Exp = "C" 11.5 if Exp = "D" Velocity pressure exposure coefficient: 2 za KZ:= 2.01•C- zg/ = 0.723 table 6 -3 pg 79 Topographic factor: Kzt := 1.0 sect 6.5.7.2 pg. 26 Wind directional factor: Kd := 0.95 table 6 -4 pg 80 Basic wind speed: V := 150 mph figure 6 -1 pg 33 Importance I := 1.15 table 6 -1 pg 77 factor: Gust factor: G := 0.85 section 6.5.8 pg 26 qz := 0.00256. Kz Kzt• Kd- V2. psf = 45.5 • psf Eq 6 -15 pg27 Prepared By: Destek Engineering, LLC 11 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Force Coeifficients: CF flat l 1.3 7 1.4 25 2 for D *sqrt(qz) >2.5 for D *sqrt(qz) < 2.5 CF round l 1 0.5 7 0.6 25 0.7} ANALYSIS OF ANTENNA MOUNT: CF round 2 Loads on Proposed Purcell Cabinet (FLX16WS): Dimensions : H := 27.72in W := 25in D := 27.12in Front: Area := H W = 4.812 ft2 Cf := linterpl CF_flat 0) , CF flat 1) , W I = 1.302 1 0.7 7 0.8 25 1.2 Wcabl := 2251bf Figure (6 -21), Pg 74 Figure (6 -21), Pg 74 Fcabl front = gz'G•Cf•Area = 242.2971bf Equation (6 -28) Side: Area := H• D = 5.221 ft2 Cf := linterp CCF flat (0) _flat CF_flat 1) , D = 1.3 Feabl side qz' G Cf Area = 262.552 lbf Loads on Proposed Raven, (DC6- 48- 60- 0 -1E): Dimensions : H := 17.5in W := 15.22in Front: Area := H. W = 1.85 ft2 Cf := linterpl CFflat 0) , fiat ( 1) , = 1.302 D := 6.37in Figure (6 -21), Pg 74 Equation (6 -28) Wcab2 351bf Figure (6 -21), Pg 74 Prepared By: Destek Engineering, LLC 12 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Fcab2 front qz' G. Cr Area = 93.1741bf Equation (6 -28) Side: Area := H. D = 0.774 ft2 1) / H Cf := linterp CF flat 0) , CF flat , D = 1.329 Fcab2 side := qz' G. Cf.' Area = 39.793 lbf Loads on Pipes 4 " "dia SCH 40 (POSTS): Dia := 4.5in H := 84in Cf := linterp ( CF round_) , CF round_) (0) (1) H l Cf := Cf if Cf <_ 1.2 = 0.665 1.2 otherwise lbf Fpipe := qz• G• Cf- Dia = 9.642 • ft Loads on UNISTRUT P1000 (POSTS): D := 1.625in H := 30in Dial Figure (6 -21), Pg 74 Equation (6 -28) = 0.665 Figure (6 -21), Pg 74 Equation (6 -28) Cf := linterp CF flat 0) CFflat 1) = 1.782 Figure (6 -21), Pg 74 lbf Funist qz' G. Cf.' Dia = 25.845 • ft Equation (6 -28) Prepared By: Destek Engineering, LLC 13 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS -121.1 -121.1 - 9.6421 b M!I 1�8 .,y olifa Ott roof 192.2 188. Envelope Taint Reactions X [Ib] LC Y [Ib] LC Z [Ib] LC MX [k -ft] 1 C Joint max 218.666 3 192.21 1 188.643 2 .823 2 min 0 1 192.21 1 0 1 0 3 N3 max 218.666 3 192.21 1 188.642 2 .823 4 min 0 1 192.21 1 0 1 0 Prepared By: Destek Engineering, LLC 14 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS KWIK Bolt II Expansion Anchor (KB II) Carbon Steel Kwik Bolt H Allowable Loads in Concrete SQUARE BASE PLATE ANALYSIS Dia := 4.5 • in B := 6.75•in w := 12• in M := 0.823 • kip- ft P := 0.192.kip PROPERTIES db := 0.5 • in n := 2 Pole Dia Moment arm Base plate width Max moment Max axial :Anchor Bolt Diameter :Number of bolts at each side t := 0.5•in :Thickness of Base Plate Check Anchor Bolt 14116.1r1 4.3.3 1 Mechanical Anchoring Systems Prepared By: Destek Engineering, LLC 15 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS M P Fbolt := B nn + 4 Tcap := 0.8-21301bf Fbolt Usage :_ Tcap - 45.749.% Fbolt = 0.78 •kip KWIK Bolt II Expansion Anchor (KB 11) Carbon Steel Kwik Bolt II Allowable Loads In Concrete 1•11,I -, 4.3.3 Mechanical Anchoring Systems Anchor Diameter in. (mm) Embedment Depth in. (mm) 2000 psi ( 3.8 MPa) 3000 psi 20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) Tension lb (kN) Shear Ib (kN) 1 -1/8 270 430 330 430 380 430 470 430 (29) (1.2) (1.9) (1.5) (1.9) (1.7) (1.9) (2.1) (1.9) 1/4 22 560 590 630 (6.4) (51) (2.5) 530 (2.6) 530 (2.8) 530 670 530 3-3/42 670 (2.4) 670 (2.4) 670 (2.4) (3.0) (2.4) (95) (3.0) (3.0) (3.0) 1 -5/8 530 990 650 1040 750 1100 850 1100 (41) (2.4) (4.4) (2.9) (4.6) (3.3) (4.9) (3.8) (4.9) 3/8 2 -1/21 1200 1290 1370 (9.5) (64) (5.3) 1470 (5.7) 1470 (6.1) 1470 1550 1470 4 -1/41 1330 (6.5) 1390 (6.5) 1440 (6.5) (6.9) (6.5) (108) (5.9) (6.2) (6.4) 2 -1/4 1170 1940 1310 1970 1450 1970 1730 1970 (57) (52) (8.6) . - (8.8) (6.4) (8.8) (7.7) (8.8) 1/2 3 -1/22 1870 2130 2400 (12.7) (89) (8.3) 2450 2450 (10.7) 2450 2800 2450 62 2080 (10.9) 2310 (10.9) 2530 (10.9) (12.5) (10.9) (152) (9.3) (10.3) (11.3) Prepared By: Destek Engineering, LLC 16 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS ES TEK EN Load Adjustment Factors for 1/2" and 5/8" Diameter Anchors Anchor Diameter 1/2" diameter 5/8" diameter Adjustment Factor Spacing Tension/Shear, fA Edge Distance Tension, fRN Edge Distance Shear Spacing Tension/Shear, fA Edge Distance Tension fRN Edge Distance Shear 1 toward edge fRV1 11 to edge fRV2 1 away from edge fRV3 1 toward edge fRVl 11 to edge fRV2 1 away from edge fRV3 Embedment Depth, in. 21/4 231/2 21/4 >_31/2 221/4 >_21/4 221/4 23/4 24 23/4 >_4 223/4 223/4 223/4 Spacing (s)/Edge Distance (c), in. 21/4 0.70 0.80 2 3/4 0.77 0,89 0.70 0.80 3 3/8 0.85 1.00 , 0.50 0.65 0.85 0.77 0,89 3 1/2 0.87 0.70 ' 0.80" 0.52 0.66 0.86 0.78 0.91 4 0.93 0.74 0:86 0.59 0.71 0.88 0.84 0.70 0.98 0.80 41/8 0.95 0.75 0.87 0.61 0.72 0.88 0.85 0.71 1.00 0.81 0.50 0.65 0,85 4 1/2 1.00 0.79 0.91 0.67 0.76 0.90 0.89 0.74 0.85 0.54 0.68 0.86 5 1/4 0.85 1.00 0.78 0.84 0.93 0.97 0.79 0.93 0.64 0.74 0.89 5 1/2 0.87 0.81 0.86 0.94 1.00 0.81 0.95 0.67 0.76 0.90 6 0.91 0.89 0.91 0.97 0.85 1.00 0.73 0.80 0.92 6 3/4 0.98 1.00 1.00 1.00 0.91 0.82 0.86 0.95 7 1.00 0.93 0.85 0.89 0.95 8 1.00 0.97 0.97 0.99 8 -1/4 1.00 1.00 1.00 1.00 Prepared By: Destek Engineering, LLC 17 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS )ES TEK ENG NEERIt:G Check Base Plate 1p := 12in wp := 12in dimensions of plate Fy := 36ksi := 3ksi d := 2.25in Mbp := Fbolt• d• n S: =wt21 6 Mbp 6bp := S Fbp := 36ksi moment arm for base plate bending Mbp = 3.5 • kip. in S =0.5 in3 crbp = 7.016•ksi cral1 := Fbp. 0.66 = 23.76 • ksi b Usage := 6 = 29.529•% OK Crall PER AISC M = 0.823•kip•ft 1p := 12in P = 0.192-kip e := — M = 51.438-in P SZc := 2.5 Al := 1p•wp = 144•in2 A2 := (lp + 2in)•(wp + 2in) = 196•in2 wp := 12in dimensions of plate Prepared By: Destek Engineering, LLC 18 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS A2 — = 1.167 Al 0.85 fc) fp_max c A2 = 1.19•ksi Al kip max fpmax• 1p = 14.28 in wp P ecrit := — — 2 2• gmax e > ecrit — 5.993 • in < 3ksi = = => OK This is the case of base plate with a large moment Pre •s // • gmaxY f +2-2 2 N w f := p- 1.5in= 4.5•in 2 Amax Trt Pr 1" I. " • Prepared By: Destek Engineering, LLC 19 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS 2 2-P- (e + f) = 1.504- in2 f + wp = 110.25. in2 4max 2/ Bearing Length: w w p p 2-P- (e + f) � Y:= f +— — f +— — \ 2 2 / max Anchor Rod Tension: Ta gmax•Y — P = 0.834-kip dpipe := 4.5in diameter of Pipe tpipe := 0.221 in At bearing interface: wp — 0.95. dpipe m :_ — 3.862. in 2 tp req (wp — d l tpipe x := — + — 1.5in = 3.485. in ( Fax Y / / y fp ma•Y• m — — 2 1.83•m• fp m F — 0.072-in Ta — = 417.1851bf 2 Base Plate Dimension is Adequate f = 4.5 • in < Teap := 0.8.21301bf = 17041bf if Y >_ m = 0.246• in 2.58 FY if Y < m 2 2 2 tpreq: =2.58 Ta x 1p. Fy at tension interface = 0.212• in < 0.5 inch = = = => OK OK at bearing interface Prepared By: Destek Engineering, LLC 20 of 20 Project #: 010010233 Date: 6/10/2013 5:01 PM Dianne Otto From: Dianne Otto 1Q -.5-13 1.0'29 cQl1tb [Yte(jr.,- Sent: Friday, May 24, 2013 4:48 PM (J o `(c . Al w :4. I 1 kG D . I'/ 1 nYe -1-o To: 'mmelvin @pmass.com' Cc: 'swohlfeil @hgbd.com' .err`ct:1 4 good -i-0 5 0 --1-o P1.4....1,./ : y. Subject: AT &T equipment change - 111 Butler Ave., Tybee Island v) -4P. P. rr. PPS i a-14:- 4-1"' ' S Attachments: S35C- 413052416200.pdf L tc 0-•c4-er t'cv ; se. •i- f i a r C Gum grpr o, •4 'b,, p c D, Dear Mr. Melvin, (0 - ) I -13 ry.,orsva..11 ea ed . 'T d ov � .)ei 04 Ceu:,,se stmt ral 4 E-I66D OfprovoJ. As discussed, I am emailing information related to the structural review of the proposed change out of AT &TAi/►"r'$ equipment at the water tank at 111 Butler Avenue, Tybee Island, Georgia. ° c er^''''1" 4o (se- i 5..roe d Ft;ciay 1 am copying this email to Steve Wohlfeil [phone (912) 354 -4626] of Hussey, Gay, Bell & DeYoung (HGBD). On behalf of the City of Tybee Island, his firm will review the structural analysis report for this project. The report was prepared by Destek Engineering, LLC. Please coordinate with Steve for payment of the review fee to HGBD by the appropriate individual within your organization. It is my understanding you are able to email the Destek report to HGBD rather than my mailing the hardcopy that was submitted to Tybee. If that is not correct, please let me know so I can arrange for the report I have to be mailed to Steve. To assist Steve with tracking of this project, attached is a 2 -page scan of the cover letter you had sent to me and the permit application. Please let me know if you have any questions. Sincerely, Dianne K. Otto, CFM City of Tybee Island Planning & Zoning Manager phone 912.472.5031 fax 912.786.9539 May 16, 2013 Tybee Island Planning and Zoning 403 Butler Ave Tybee Island, GA 31328 Attn: Dianne Otto 3o Mansell Court, Suite 103 Roswell, GA 30076 Tel: (678) 280 -2325 Fax: (678) 280 -2329 RE: AT &T Equipment Change at 410 -013 —111 Butler Ave, Tybee Island, GA 31328 Dear Ms. Otto, AT &T will be upgrading its equipment at existing cell site 410 -013 which is the water tank located at 111 Butler Ave. The scope of work that will be completed is as follows: *To the tower: swapping 3 antennas. There are currently 6 total antennas. A total of 6 will remain after 3 of the existing are swapped with 3 new antennas. Ancillary equipment will also be added. *On the ground: ancillary equipment will be added to the existing pad. Attached are the following items for the Plan Review and Building Permit: 1) Building Permit Application 2) $2,000 check for the Permit Fee 3) General Contractor's Business License (Ansco and Associates) 4) Ansco and Associates Tybee Island Contractor Registration Application with $20 check for the application fee 5) Amendment /Lease Agreement between The City of Tybee Island and AT &T 6) Structural Analysis (2 copies) 7) Construction Drawings (3 sets) Please feel free to call me at 404 - 805 -2884 if you have any questions. Sincerely, Marshall Melvin PM &A, agent for AT &T /Ansco tr Cell Site No: 410- 013_42339 Site Address: 211 Butler Avenue, Tybee Island, GA 31328 FIRST AMENDMENT TO WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT THIS FIRST AMENDMENT TO WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT ( "Amendment ") dated as of the date below, by and between The City of Tybee Island, Georgia, having a mailing address at P.O. Box 2749, Tybee Island, GA 31328 (hereinafter referred to as "Landlord ") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, successor in interest to BellSouth Personal Communications, Inc., a Delaware corporation, d/b /a BellSouth Mobility DCS, having a mailing address at 6100 Atlantic Boulevard, Norcross, Georgia 30071 (hereinafter referred to as "Tenant "). WHEREAS, Landlord and Tenant entered into a Water Tower Attachment Option and Lease Agreement ( "Lease ") dated October 10, 1997; whereby Landlord leased to Tenant certain Premises, therein described, that are a portion of the Property located at 211 Butler Avenue, Tybee Island, GA 31328 ( "Agreement "); and WHEREAS, Landlord and Tenant desire to amend the terms of the Agreement; and WHEREAS, Landlord and Tenant desire to modify, as set forth herein, the Rent payable under the Agreement; and WHEREAS, Landlord and Tenant desire to modify, as set forth herein, the Tenant's obligations to pay Rent to Landlord for a Rent Guarantee Period; and WHEREAS, Landlord and Tenant, in their mutual interest, wish to amend the Agreement', as set forth below accordingly. NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Landlord and Tenant hereby agree as follows: 1. Term. All references to the Term of the Agreement shall be amended to provide that the Agreement has a Term of 60 months ( "Initial Term "), commencing on January 1, 2006. The Term will be automatically renewed for up to 5 additional 60 month terms (the "Extension Term ") without further action by Tenant for additional periods of 60 months. 2. Termination. After the Rent Guarantee Period, Tenant may terminate the Agreement at any time with 30 days prior written notice to Landlord; provided, that Tenant pays to Landlord an amount equal to 12 months of the then current Rent. 3. Modification of Rent. Commencing on January 1, 2006, the Rent payable under the Agreement shall be $1,000.00 monthly, and shall continue during the Term, subject to adjustment as provided below. Notwithstanding the foregoing, nothing herein shall be deemed to modify the additional rent derived from any and all subleases under the provisions of paragraph 16 of the Agreement. Landlord Initial Tenant lnit l: 4. Modification of Tenant's Obligation to Pay - Rent Guarantee. Notwithstanding Tenant's obligations to pay Rent set forth under the Agreement, for a 72 month period commencing January 1, 2006 and ending December 31, 2011 ( "Rent Guarantee Period "), Tenant hereby agrees that Tenant will be obligated to pay Rent due and such obligation will not be subject to offset or termination by Tenant. 5. Future Rent Increases. The Agreement is amended to provide that commencing on January 1, 2011, Rent shall be increased by 12.00% and every 5 years thereafter by 12.00% of the then current Rent. 6. Notices. Section 19 of the Agreement is hereby deleted in its entirety and replaced with the following: NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows: As to Tenant, New Cingular Wireless PCS, LLC, c/o Network Real Estate Administration, Cell Site # 10017258, Cell Site Name 410 -013, 6100 Atlantic Boulevard, Norcross, Georgia 30071, with a copy to Cingular Wireless Attn.: Legal Department, Re: Cell Site # 10017258, Cell Site Name 410 -013, 15 East Midland Avenue, Paramus, NJ 07652; and as to Landlord, P.O. Box 2749, Tybee Island, GA 31328. Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 7. Acknowledgement. Landlord acknowledges that: 1) this Amendment is entered; into of the Landlord's free will and volition; 2) Landlord has read and understands this Amendment and the underlying Agreement and, prior to execution of the Amendment, was free to consult with counsel of its choosing regarding Landlord's decision to enter into this Amendment and to have counsel review the terms and conditions of the Amendment; 3) Landlord has been advised and is informed that should Landlord not enter into this Amendment, the underlying Agreement between Landlord and Tenant, including any termination or non - renewal provision therein, would remain in full force and effect. 8. Other Terms and Conditions Remain. The Lease is amended to incorporate all the provisions set forth on Schedule I attached hereto. In the event of any inconsistencies between the Agreement, and this First Amendment, and the provisions set forth on Schedule 1, the terms of this First Amendment and Schedule I shall control. Except as expressly set forth in this First Amendment, the Agreement otherwise is unmodified and remains in full force and effect. Each reference in the Agreement to itself shall be deemed also to refer to this First Amendment. 9. Capitalized Terms. All capitalized terms used but not defined herein shall have the same meanings as defined in the Agreement. [NO MORE TEXT ON THIS PAGE - SIGNATURES TO FOLLOW ON NEXT PAGE] IN WITNESS WHEREOF, the parties have caused their properly authorized representatives to execute and seal this Amendment on the date and year below. LANDLORD: The City of Tybee Island, Georgia By: Name: i4A -rEia IA P412.cde Title: 1 ' 416P—. Tax Id WITNESSED BY: TENANT: New Cingular Wireless PCS, LLC, a Delaware limited liability company By: Name: Title: Date B. R. CATES EXEC. DIR. - NETWORK { By: ' i , `"_/}r� -'� By: Name: `i�1ly� � 1 5 Name: Title: I7?/ �� �l2 -tC. Title: Jo-4 SCHEDULE I TO LEASE AMENDMENT Additional Lease Terms and Conditions The Agreement is amended to include the following terms and conditions: 1. Expansion of Permitted Use: Landlord hereby agrees, at the direction of Tenant, to allow the Tenant to modify, supplement, replace, upgrade, expand or refurbish the equipment related to the Communications Equipment, increase the number of antennas thereon or relocate the Communications Equipment and Tower within the Property at any time during the term of this Agreement, and Landlord shall cooperate with Tenant in all respects in connection with the foregoing. If Landlord does not comply with the terms of this section, Tenant may terminate this Agreement and shall have no further liability to Landlord. 08/30/97 TUE 08:59 FAX 803 27014 POH Exhibit to Memorandum of Lease SITE 410 -013T TYBEE ISLAND BEING the area shown and delineate Site - 410 -013T Tybee Island, prepared for B� Hensley dated September 22, 1997, revised made a part hereof ( "Lease Exhibit "), such 1. real property of Board of Education, City o property is described in that certain feed rec County Registry, Georgia. 1 as the "Lease Si " on the Lease Exhibit of /South Mobility, CS, by Piedmont Olsen eptember 25, 1997, and attached hereto and ase Site being a portion (or portions) of the Savannah & Chatham County, as such real rded in Book 169-A, Page 133, Chatham TOGETHER W1T1-I a nonexclusive easement for utilities and for ingress, egress and regress for pedestrians and vehicular access to the Lease Site, as shown and delineated as the "Access & Utility Maintenance Easement" on the Lease Exhibit. TOGETHER WITH a utility easement across the lands of the Lessor in a location reasonably designated by the Tenant, or the utility provider installing the service, so as to provide electrical service to the Lease Site sufficient to operate the improvements of Tenant on the Lease Site. Post It' Fax Note 7671 �� i� l / pages T n c `-' 14J Prom , d ,/j��r (. . tln Co.NajpLt. C°. <24/-113q 1` f'�-"✓113q Phone a f Phone # Fax# Fax 1 09/30 '97 0855 0001 09/30/07 TUE 08:59 111,02 271 7014 GEORGIA SPC EAST GRID NORTH P01i 1 002 1AEMORIAL PARK ACCESS & URUIY MAINTENANCE EASEMENT i r' h TIRE & STATION N/F BOARD OF EDUCATION CITY OF SAVANNAH & CHATHAM COUNTY D9 164 -A, PG 133 iN� ?• zq W `.� � 4741 "4 -.. .•� %:`C/ Et z� T2U.o0 � PIEDMONT OLD * ~ ` ' R��'/ l NENSLEY `_ r' N/F BOARD OF EDUCATION CRY OF SAVANNAH & D9 1169 —A, PG 133 ONE STORY BRICK SURVEYOR'S SIGNATURE RtS / DATE 0 20 40 eo 1 inch = 40 ft. LATE: SEPTEMBER 22, 1997 9 -2S -97 0 9 -22 -97 RENSEO LEASE 512E La ORIGINAL ISSUE 1.8 LEASE EXHIBIT FOR SHEET 1 OF 2 BELL SOUTH Carolinas PCS, L.P. J. OF SITE 410- 013T -1YBEE ISLAND BEING A PORTION OF piedmodasenHensiev THE PROPERTY OF BOARD OF EDUCATION, CITY OF SAVANNAH £1+CaM[EI+9..IiWTCCTS .u0 S1rtNYYORS & CHATHAM COUNTY, WHICH IS AT THE INTERSECTION OF JONES 420 PAY it s .0 AVENUE AND FIFTH STREET IN THE CITY OF TYBEE ISLAND, Pos1 ORKr ea. 1717 Cnrnrilt., SC 29602 CHATHAM COUNTY, GEORGIA. Tcl: 984/242-1717 Fes: e64/23S -9062 09/30 '97 48:55. RoNi9h, NC enaUanorgo. TN G,cc.ar, SC Nionto, CA 09;30.97 TUE 08:50 FsT' 09 271 7011 P011 01003 IOTES: 1) REARMS ARE GA G10 AID DISTANCES ARE HORIZONTAL MESS ODEERIFISt NOTED. COORD- DLITES ARE GA MD (PC EAST). 2) 1T6S LEASE DDREFT HAS �! PREPARED PALLY FROM AN ACTUM. FIELD SURVEY AN0 PARIWIY 1RO0 WI'S 4i4 DEEDS OF RECORD. 3) TF6S NAP REPRESENTS ONLY A Si1RV.V OF Tf� l LACE SUE, AND TIE ACCESS, UI9.RY, AND 6INNLENANCE WEAK AOW 1S LOT ix1481ED FOR AMY OTHER USE 4) GRID COORDINATES SIGN ARE FRON AN ACTUAL OPS SURVEY PERMED TO 3RD ORDER CLASS 1 FGOC SPECDICAT 01S USING STATE i s FED 'MATT (3) WILD 511299 CPS SOUK LEGEND UNE SURVEYED — UNE NOT SURVEYED — — ROAD R1G9IT -0F -WAY UNE (N45'45'£ 193.001 BY DEED OR RAT P.O.9. POINT OF BEGlNNi1 G o IPF - IRON PIN FOUND 45 NAIL 51.1 _er UIhiTY POLE P1Ui55Ok UTILITY NAINin1NILE EASEUENT GEORGIA SEC EAST GRID NORDi Y 732869_88 1 106581921 N LOCATION MAP N.T.S. ACCESS a UTEJFY LIAROVIAATE £ASPNFM LINE m ium rasTANcE tB N7212'0611 8333 19 52714`52'E 2928 LI0 NIT32r237 23.63 AREA = t 2727 SO. F1. ACCE55 & UTILITY MAINTENANCE EASELENT SEE INSET A LEAST l INSET A N.T.S. P09. FOR LEASE SITE Y 737R67 81 x 106589629 BELLSOUTH LEASE SITE LINE BEARING DISTANCE Li N6812'28'W 5,82' L2 N21'47'32"E 15.24' L3 S68'12'28bE 536' L4 S17'47'54'Wit 15,28' LEASE AREA = 95± S0. FT. BE1LSOUTH LEASE SITE LINE BEARING d15TANCE Ld N1747'54"E 15.28' , 15 568' 12' $"E 1433' L6 521'47 2"W 15,24' L7 N6if inEriti 1147' LEASE AREA = 213± 50. FT. 1 inch = 40 ft. DAM SEPTORER 22. 1997 9 -25-97 REVISED LEASE SIZE L8 0 9 -12 -97 ORTCINAL ISSUE La LEASE EXHIBIT FOR SHEET 2 OF 2 Fwch, NC LMtlonc"g BELL SOUTH Carolinas PCs, L.P. OF S1TE 410- 013T —TYBEE ISLAND BEING A PORTION OF THE PROPERTY OF BOARD OF EDUCATION, CITY OF' SAVANNAH N0 Ettb �e 0 SCRs & CHATHAM COUNTY, WHICH IS AT THE INTERSECTION OF JONES 470 Pork . MC AVENUE AND FIFTH STREET IN THE CITY OF TYBEE ISLAND, Po :1 outs eo. n17 29602 CHATHAM COUNTY, GEORGIA, I I I, rrcm,r; l . S0 A0Anlo. G 09/30 '97 08.55 410 -013 /T Tybee Island WATER TOWER ATTACHMENT OPTION AND LEASE AGREEMENT THIS WATER TOWER OPTION AND LEASE AGREEMENT ( "Agreement ") is entered into this _el day of Oc f b e- , 1997 by and between THE CITY OF TYBEE ISLAND, GEORGIA ( "Landlord "), and BELLSOUTH PERSONAL COMMUNICATIONS, INC., a Delaware corporation, d /b /a BellSouth Mobility DCS ( "Tenant "). PROPERTY Landlord is the owner of certain real property (the "Real Property ") located in the City of Tybee Island, Chatham County, State of Georgia, more particularly described in Exhibit "A" attached hereto and made a part hereof, and Landlord is the owner of the water tower situated thereon which is located at latitude 32° 00' 39" and longitude 80° 50' 31" (the "Tower "). Tenant desires to obtain an option to lease a portion of the Real Property containing an approximately 35 foot by 35 foot tract of land (the "Ground Space "), together with certain positions on the Tower between the 125 and 135 foot levels on the Tower (or top available mounting bracket location) (collectively, the "Tower Space ") for the mounting of various antennas and related equipment, as such Ground Space is substantially shown on Exhibit "A -1" attached hereto and made a part hereof (if no Exhibit "A -1" is attached, it shall be attached in the future and shall be mutually acceptable), together with nonexclusive easements and rights of way as are hereinafter described (the Ground Space, the Tower Space, and such easements are hereinafter collectively called the "Property "). OPTION NOW THEREFORE, in consideration of the sum of Five Hundred and No/ 100 Dollars ($500.00) (the "Option Money "), to be paid by Tenant to Landlord upon Tenant's execution of this Agreement, Landlord hereby grants to Tenant the exclusive right and option (the "Option ") to lease the Property in accordance with the terms and conditions set forth herein. Option Period. The Option may be exercised at any time on or prior to December 15, 1997 (the "Option Period "). At Tenant's election, and upon Tenant's written notice to Landlord prior to expiration of the Option Period, the Option Period may be further extended for an additional period of three (3) months, through and including March 15, 1998, with an additional payment of Five Hundred and No /100 Dollars ($500.00) by Tenant to Landlord for the extension of the Option Period. The Option Period may be thereafter further extended by mutual agreement in writing. If Tenant fails to exercise the Option within the Option Period, as it may thereafter be extended as provided herein, the Option shall terminate, all rights and privileges granted hereunder shall be deemed completely surrendered, Landlord shall retain all money paid for the Option, and no additional money shall be payable by either party to the other. BellSouth/City of Tybee Island " " T r a n s f e r o f O p t i o n . T h e O p t i o n m a y b e s o l d , a s s i g n e d , o r t r a n s f e r r e d a t a n y t i m e b y T e n a n t t o T e n a n t ' s p a r e n t c o m p a n y o r a n y a f f i l i a t e o r s u b s i d i a r y o f , o r p a r t n e r i n , T e n a n t o r i t s p a r e n t c o m p a n y o r ( w i t h t h e p r i o r w r i t t e n c o n s e n t o f L a n d l o r d ) t o a n y t h i r d p a r t y a g r e e i n g t o b e s u b j e c t t o t h e t e r m s h e r e o f . O t h e r w i s e , t h e O p t i o n m a y n o t b e s o l d , a s s i g n e d o r t r a n s f e r r e d w i t h o u t t h e w r i t t e n c o n s e n t o f L a n d l o r d , s u c h c o n s e n t n o t t o b e u n r e a s o n a b l y w i t h h e l d , c o n d i t i o n e d , o r d e l a y e d . F r o m a n d a f t e r t h e d a t e t h e O p t i o n h a s b e e n s o l d , a s s i g n e d o r t r a n s f e r r e d b y T e n a n t t o a t h i r d p a r t y a g r e e i n g t o b e s u b j e c t t o t h e t e r m s h e r e o f , T e n a n t s h a l l i m m e d i a t e l y b e r e l e a s e d f r o m a n y a n d a l l f u t u r e l i a b i l i t y u n d e r t h i s A g r e e m e n t , i n c l u d i n g t h e p a y m e n t o f a n y r e n t a l o r o t h e r s u m s d u e , w i t h o u t a n y f u r t h e r a c t i o n . C h a n g e s i n P r o p e r t y D u r i n g O p t i o n P e r i o d . I f d u r i n g t h e O p t i o n P e r i o d o r a n y e x t e n s i o n t h e r e o f , o r d u r i n g t h e t e r m o f t h i s A g r e e m e n t i f t h e O p t i o n i s e x e r c i s e d , L a n d l o r d d e c i d e s t o s u b d i v i d e , s e l l o r c h a n g e t h e s t a t u s o f t h e z o n i n g o f t h e R e a l P r o p e r t y , L a n d l o r d s h a l l i m m e d i a t e l y n o t i f y T e n a n t i n w r i t i n g . A n y s a l e o f t h e R e a l P r o p e r t y s h a l l b e s u b j e c t t o T e n a n t ' s r i g h t s u n d e r t h i s A g r e e m e n t . L a n d l o r d a g r e e s t h a t d u r i n g t h e O p t i o n P e r i o d o r a n y e x t e n s i o n t h e r e o f , o r d u r i n g t h e t e r m o f t h i s A g r e e m e n t i f t h e O p t i o n i s e x e r c i s e d , L a n d l o r d s h a l l n o t i n i t i a t e o r c o n s e n t t o a n y c h a n g e i n t h e z o n i n g o f t h e R e a l P r o p e r t y o r i m p o s e o r c o n s e n t t o a n y c h a n g e i n t h e z o n i n g o f t h e R e a l P r o p e r t y o r i m p o s e o r c o n s e n t t o a n y o t h e r r e s t r i c t i o n t h a t w o u l d p r e v e n t o r l i m i t T e n a n t f r o m u s i n g t h e P r o p e r t y f o r t h e u s e s i n t e n d e d b y T e n a n t a s h e r e i n a f t e r s e t f o r t h i n t h i s A g r e e m e n t . T i t l e . L a n d l o r d w a r r a n t s t h a t ( i ) i t h a s f u l l r i g h t , p o w e r , a n d a u t h o r i t y t o e x e c u t e t h i s A g r e e m e n t ; ( i i ) i t h a s g o o d a n d u n e n c u m b e r e d t i t l e t o t h e R e a l P r o p e r t y a n d t h e T o w e r f r e e a n d c l e a r o f a n y l i e n s o r m o r t g a g e s ; a n d ( i i i ) t h e G r o u n d S p a c e m a y b e l e a s e d w i t h o u t t h e n e e d f o r a n y s u b d i v i s i o n o r p l a t t i n g a p p r o v a l . L a n d l o r d f u r t h e r r e p r e s e n t s a n d w a r r a n t s t h a t T e n a n t ' s i n t e n d e d u s e o f t h e R e a l P r o p e r t y a n d t h e T o w e r a s a s i t e f o r t h e t r a n s m i s s i o n a n d r e c e i p t o f r a d i o c o m m u n i c a t i o n s i g n a l s ; f o r t h e c o n s t r u c t i o n a n d m a i n t e n a n c e o f r e l a t e d f a c i l i t i e s , t o w e r s , a n t e n n a e o r b u i l d i n g s ; a n d f o r r e l a t e d a c t i v i t i e s i s n o t p r o h i b i t e d b y a n y c o v e n a n t s , r e s t r i c t i o n s , r e c i p r o c a l e a s e m e n t s , s e r v i t u d e s , s u b d i v i s i o n r u l e s o r o t h e r r e q u i r e m e n t s o r r e g u l a t i o n s w h i c h w o u l d p r o h i b i t T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y , i n c l u d i n g t h e T o w e r S p a c e , n o r a r e t h e r e a n y e a s e m e n t s , o r o t h e r e n c u m b r a n c e s o n t h e R e a l P r o p e r t y o r t h e T o w e r w h i c h w i l l i n t e r f e r e w i t h o r c o n s t r u c t i v e l y p r o h i b i t T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y , i n c l u d i n g t h e T o w e r S p a c e . I n s p e c t i o n s . L a n d l o r d s h a l l p e r m i t T e n a n t d u r i n g t h e O p t i o n P e r i o d , a n d a n y e x t e n s i o n t h e r e o f , f r e e i n g r e s s a n d e g r e s s t o t h e R e a l P r o p e r t y a n d t h e T o w e r b y T e n a n t a n d i t s e m p l o y e e s , a g e n t s a n d c o n t r a c t o r s t o c o n d u c t s t r u c t u r a l s t r e n g t h a n a l y s e s , s u b s u r f a c e b o r i n g t e s t s , r a d i o f r e q u e n c y t e s t s a n d s u c h o t h e r t e s t s , i n v e s t i g a t i o n s a n d s i m i l a r a c t i v i t i e s a s T e n a n t m a y d e e m n e c e s s a r y , a t t h e s o l e c o s t o f T e n a n t . T e n a n t a n d i t s e m p l o y e e s , a g e n t s , a n d c o n t r a c t o r s s h a l l h a v e t h e r i g h t t o b r i n g t h e n e c e s s a r y v e h i c l e s a n d e q u i p m e n t o n t o t h e R e a l P r o p e r t y t o c o n d u c t s u c h t e s t s , i n v e s t i g a t i o n s a n d s i m i l a r a c t i v i t i e s . T e n a n t s h a l l i n d e m n i f y a n d h o l d L a n d l o r d h a r m l e s s a g a i n s t a n y l o s s o r d a m a g e f o r p e r s o n a l i n j u r y a n d p h y s i c a l B e l l S o u t h / C i t y o f T y b e e I s l a n d 2 " d a m a g e t o t h e R e a l P r o p e r t y o r t h e T o w e r , o r t h e p r o p e r t y o f t h i r d p a r t i e s r e s u l t i n g f r o m a n y s u c h t e s t s , i n v e s t i g a t i o n s a n d s i m i l a r a c t i v i t i e s . S u r v e y s . L a n d l o r d a l s o h e r e b y g r a n t s t o T e n a n t t h e r i g h t t o s u r v e y t h e R e a l P r o p e r t y o r p o r t i o n t h e r e o f , a n d t h e l e g a l d e s c r i p t i o n o f t h e R e a l P r o p e r t y , P r o p e r t y a n d G r o u n d S p a c e o n t h e s u r v e y o b t a i n e d b y T e n a n t s h a l l t h e n b e c o m e E x h i b i t " B " , w h i c h s h a l l b e a t t a c h e d h e r e t o a n d m a d e a p a r t h e r e o f , a n d s h a l l c o n t r o l i n t h e e v e n t o f d i s c r e p a n c i e s b e t w e e n i t a n d E x h i b i t s " A " a n d " A - 1 " . G o v e r n m e n t a l A p p r o v a l s . T e n a n t ' s a b i l i t y t o u s e t h e P r o p e r t y a n d t h e T o w e r i s c o n t i n g e n t u p o n i t s o b t a i n i n g a l l c e r t i f i c a t e s , p e r m i t s , a n d o t h e r a p p r o v a l s a n d i t s c o m p l i a n c e w i t h a l l a p p l i c a b l e l a w s , o r d i n a n c e s , r u l e s o r r e g u l a t i o n s t h a t m a y b e r e q u i r e d o r i m p o s e d b y a n y f e d e r a l , s t a t e o r l o c a l a u t h o r i t i e s , i n c l u d i n g w i t h o u t l i m i t a t i o n , t h e F e d e r a l C o m m u n i c a t i o n s C o m m i s s i o n ( " F C C " ) a n d t h e F e d e r a l A v i a t i o n A d m i n i s t r a t i o n ( " F A A " ) . I f r e q u e s t e d b y T e n a n t , a n y s u c h a p p l i c a t i o n s m a y b e f i l e d w i t h r e s p e c t t o , n o t o n l y t h e P r o p e r t y , b u t a l s o t h e R e a l P r o p e r t y a n d t h e T o w e r . T e n a n t w i l l p e r f o r m a l l o t h e r a c t s a n d b e a r a l l e x p e n s e s a s s o c i a t e d w i t h a n y z o n i n g o r o t h e r p r o c e d u r e n e c e s s a r y t o o b t a i n a n y c e r t i f i c a t e , p e r m i t , l i c e n s e o r a p p r o v a l f o r t h e P r o p e r t y o r t h e T o w e r d e e m e d n e c e s s a r y b y T e n a n t L a n d l o r d a g r e e s t o c o o p e r a t e w i t h T e n a n t , a t T e n a n t ' s e x p e n s e , i n i t s e f f o r t s t o o b t a i n a n d m a i n t a i n i n e f f e c t a l l c e r t i f i c a t e s , p e r m i t s , l i c e n s e s , a n d o t h e r a p p r o v a l s r e q u i r e d b y g o v e r n m e n t a l a u t h o r i t i e s a n d w i t h T e n a n t ' s e f f o r t s t o c o m p l y w i t h a l l l e g a l a n d r e g u l a t o r y r e q u i r e m e n t s r e l a t e d t o T e n a n t ' s u s e o f t h e P r o p e r t y a n d t h e T o w e r . U t i l i t y S e r v i c e s . D u r i n g t h e O p t i o n P e r i o d , a n d d u r i n g t h e t e r m o f t h i s A g r e e m e n t i f t h e O p t i o n i s e x e r c i s e d , L a n d l o r d s h a l l c o o p e r a t e w i t h T e n a n t i n T e n a n t ' s e f f o r t t o o b t a i n u t i l i t y s e r v i c e s a l o n g t h e u t i l i t y e a s e m e n t c o n t a i n e d i n t h e P r o p e r t y b y s i g n i n g s u c h d o c u m e n t s o r e a s e m e n t s a s m a y b e r e q u i r e d b y t h e u t i l i t y c o m p a n i e s . I n t h e e v e n t a n y u t i l i t y c o m p a n y i s u n a b l e t o u s e t h e u t i l i t y e a s e m e n t , L a n d l o r d h e r e b y a g r e e s t o g r a n t a n a d d i t i o n a l e a s e m e n t a n d r i g h t o f w a y e i t h e r t o T e n a n t o r t o t h e u t i l i t y c o m p a n y a t n o c o s t t o T e n a n t o r t o t h e u t i l i t y c o m p a n y . E x e r c i s e o f O p t i o n . T e n a n t s h a l l e x e r c i s e t h e O p t i o n , i f a t a l l , b y w r i t t e n n o t i c e t o L a n d l o r d i n a c c o r d a n c e w i t h t h e n o t i c e p r o v i s i o n s h e r e i n . O n a n d a f t e r t h e c o m m e n c e m e n t d a t e s e t f o r t h i n s u c h n o t i c e , w h i c h d a t e m u s t o c c u r p r i o r t o t h e e x p i r a t i o n o f t h e O p t i o n P e r i o d ( t h e " C o m m e n c e m e n t D a t e " ) , t h i s A g r e e m e n t s h a l l a l s o c o n s t i t u t e a l e a s e a g r e e m e n t b e t w e e n L a n d l o r d a n d T e n a n t o n t h e t e r m s a n d c o n d i t i o n s s e t f o r t h i n t h i s A g r e e m e n t . L E A S E A G R E E M E N T 1 . P r o p e r t y . . S u b j e c t t o t h e f o l l o w i n g t e r m s a n d c o n d i t i o n s , L a n d l o r d l e a s e s t o T e n a n t t h e P r o p e r t y , w h i c h l e a s e i n c l u d e s t h e g r a n t o f a n o n e x c l u s i v e r i g h t o f i n g r e s s a n d e g r e s s f o r a c c e s s a n d u t i l i t i e s t o t h e P r o p e r t y , a n o n e x c l u s i v e e a s e m e n t o v e r a n d a c r o s s s u c h p o r t i o n s o f t h e T o w e r f o r t h e p l a c e m e n t o f c o a x i a l t r a n s m i s s i o n l i n e s o r c a b l e s a s m a y b e B e l l S o u t h / C i t y o f T y b e e I s l a n d 3 " 1 n e c e s s a r y f o r T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y , a n o n e x c l u s i v e e a s e m e n t t o e r e c t a n d m a i n t a i n s u c h p r o t e c t i v e b a r r i e r s a r o u n d T e n a n t ' s C o m m u n i c a t i o n s E q u i p m e n t a s m a y b e r e q u i r e d b y a p p l i c a b l e l a w s o r r e g u l a t i o n s o r d e s i r a b l e b y T e n a n t . 2 . U s e . A . T h e P r o p e r t y m a y b e u s e d b y T e n a n t f o r t h e t r a n s m i s s i o n a n d r e c e i p t o f r a d i o c o m m u n i c a t i o n a n d m a i n t e n a n c e o f r e l a t e d f a c i l i t i e s , t o w e r s , a n t e n n a e , o r b u i l d i n g s , a n d r e l a t e d a c t i v i t i e s . L a n d l o r d a g r e e s t o c o o p e r a t e w i t h T e n a n t i n o b t a i n i n g , a t T e n a n t ' s e x p e n s e , t h e G o v e r n m e n t a l A p p r o v a l s . T e n a n t s h a l l b e r e s p o n s i b l e f o r o b t a i n i n g a n d f u r n i s h i n g p r o o f o f a p p r o v a l s f o r c o n s t r u c t i o n o f i t s e q u i p m e n t a n d i n s t a l l a t i o n o f t h e C o m m u n i c a t i o n s C e n t e r , a s t h a t t e r m i s h e r e i n a f t e r d e f i n e d , f r o m t h e F A A a n d t h e F C C i f s u c h a p p r o v a l s a r e n e c e s s i t a t e d , p r i o r t o t h e c o m m e n c e m e n t o f c o n s t r u c t i o n o r o p e r a t i o n s b y T e n a n t o n t h e P r o p e r t y . B . C o m m u n i c a t i o n s E q u i p m e n t : L a n d l o r d h e r e b y g r a n t s p e r m i s s i o n t o T e n a n t t o i n s t a l l a n d o p e r a t e t h e f o l l o w i n g a n d a s s o c i a t e d e q u i p m e n t o n o r i n t h e P r o p e r t y : ( 1 ) U p t o s i x ( 6 ) a n t e n n a s w i t h t h e a n t e n n a e a t a p e r m a n e n t l o c a t i o n i n t h e T o w e r S p a c e . T h e e x a c t l o c a t i o n o f a n t e n n a s b e t w e e n t h e a f o r e s a i d l e v e l s s h a l l b e s u p p l i e d t o L a n d l o r d i n t h e f o r m o f p r o p o s e d c o n s t r u c t i o n d r a w i n g s a n d s p e c i f i c a t i o n s p r i o r t o i n s t a l l a t i o n o r c o n s t r u c t i o n ; n o a l t e r a t i o n t h e r e a f t e r s h a l l b e m a d e w i t h o u t p r i o r w r i t t e n a p p r o v a l a n d a c c e p t a n c e b y L a n d l o r d ; h o w e v e r , s u c h a p p r o v a l n o t t o b e u n r e a s o n a b l y w i t h h e l d . A c o m p l e t e s e t o f a s b u i l t d r a w i n g s w i l l b e f u r n i s h e d t o t h e L a n d l o r d f o l l o w i n g c o n s t r u c t i o n ; ( 2 ) F l e x i b l e c o a x i a l t r a n s m i s s i o n l i n e s b e t w e e n a n t e n n a s a n d c e l l u l a r c o m m u n i c a t i o n s e q u i p m e n t s h a l l b e a n c h o r e d a n d i n s t a l l e d o n t h e T o w e r i n a c c o r d a n c e w i t h g o o d a n d a c c e p t e d e n g i n e e r i n g p r a c t i c e s ; ( 3 ) R a d i o c o m m u n i c a t i o n s e q u i p m e n t s h e l t e r c o n s i s t i n g o f t r a n s m i t t e r , r e c e i v e r a n d a c c e s s o r i e s t o b e i n s t a l l e d n e a r t h e b a s e o f t h e T o w e r i n t h e a r e a d e s i g n a t e d a s t h e G r o u n d S p a c e ; ( 4 ) E m e r g e n c y g a s o l i n e , d i e s e l o r o t h e r f u e l p o w e r e d g e n e r a t o r t o b e l o c a t e d o n t h e G r o u n d S p a c e a d j a c e n t t o t h e e q u i p m e n t s h e l t e r a n d t o b e u s e d a t T e n a n t ' s o p t i o n , b u t i n m o s t c a s e s o n l y i n t h e e v e n t o f p o w e r f a i l u r e ; a n d ( 5 ) A t T e n a n t ' s o p t i o n , a m o b i l e t o w e r c e l l o n w h e e l s ( " C O W " ) t o b e i n s t a l l e d o n t h e r e a l p r o p e r t y o f L a n d l o r d o n a n o n - p e r m a n e n t b a s i s u n t i l t h e c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r ( a s d e f i n e d h e r e i n ) , i f a n y , a n d t h e r e l o c a t i o n o f T e n a n t ' s a n t e n n a e , c a b l e s , w i r e s , a c c e s s o r i e s , a n d r e l a t e d e q u i p m e n t t o t h e R e p l a c e m e n t T o w e r . T h e s p e c i f i c l o c a t i o n o f t h e C O W s h a l l b e s u b s t a n t i a l l y a s s h o w n o n " E x h i b i t A - 2 " o r s u c h o t h e r l o c a t i o n B e l l S o u t h / C i t y o f T y b c e I s l a n d 4 " " m u t u a l l y a c c e p t a b l e t o T e n a n t a n d L a n d l o r d . I f T e n a n t i n s t a l l s a C O W , L a n d l o r d a c k n o w l e d g e s a n d a g r e e s t h a t t h e C O W , a n d T e n a n t ' s u s e t h e r e o f , w i l l i n v o l v e s u c h a n t e n n a e , c a b l e s , w i r e s , a n d r e l a t e d e q u i p m e n t a s T e n a n t s h a l l d e e m n e c e s s a r y f o r T e n a n t ' s i n t e n d e d u s e o f t h e r e a l p r o p e r t y o n w h i c h t h e C O W i s l o c a t e d . , L a n d l o r d h e r e b y g r a n t s T e n a n t s u c h n o n e x c l u s i v e e a s e m e n t s f o r a c c e s s , i n s t a l l a t i o n , m a i n t e n a n c e a n d u t i l i t i e s a s m a y b e r e a s o n a b l y n e c e s s a r y f o r T e n a n t ' s u s e o f t h e C O W . T e n a n t s h a l l a l s o h a v e s i m i l a r r i g h t s o f g r o u n d s p a c e a s i s c o n t e m p l a t e d f o r t h e G r o u n d S p a c e a d j a c e n t t o t h e T o w e r , i n w h i c h T e n a n t c a n o p e r a t e t h e C O W a n d r e l a t e d e q u i p m e n t . T h e p a r t i e s u n d e r s t a n d a n d a c k n o w l e d g e t h a t b e c a u s e o f t h e s i g n i f i c a n t d e l a y s b e t w e e n t h e c o n t e m p l a t e d r e m o v a l o f t h e T o w e r a n d t h e c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r , t h e u s e o f t h e C O W m a y b e t h e m o s t v i a b l e o p t i o n f o r T e n a n t ' s i n i t i a l o p e r a t i o n u n d e r t h i s A g r e e m e n t . T e n a n t s h a l l e n j o y t h e s a m e r i g h t s o f a c c e s s a n d u s e w i t h r e s p e c t t o t h e C O W a s i t o t h e r w i s e d o e s w i t h r e s p e c t t o t h i s A g r e e m e n t f o r t h e i n i t i a l l y c o n t e m p l a t e d T o w e r l o c a t i o n . I t i s t h e i n t e n t i o n o f t h e p a r t i e s t h a t i f T e n a n t u s e s t h e C O W r a t h e r t h a n , o r i n c o n j u n c t i o n w i t h , t h e T o w e r , t o b e s t c o o r d i n a t e i t s t r a n s f e r t o t h e R e p l a c e m e n t T o w e r a n d t o b e s t m i n i m i z e " d o w n t i m e " p r i o r t o t h e c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r , T e n a n t s h a l l e n j o y t h e r i g h t s a n d p r i v i l e g e s , g r a n t e d h e r e u n d e r , t o t h e f u l l e x t e n t a p p l i c a b l e , w i t h r e s p e c t t o i t s o p e r a t i o n o f t h e C O W . ( F o r t h e p u r p o s e o f t h i s A g r e e m e n t , a l l o f T e n a n t ' s e q u i p m e n t , b u i l d i n g , p a n e l s , g e n e r a t o r , c a b l e s , w i r e s , a n t e n n a e , a n d a c c e s s o r i e s a n d , i f i n s t a l l e d , t h e C O W , s h a l l h e r e i n a f t e r c o l l e c t i v e l y b e r e f e r r e d t o a s " C o m m u n i c a t i o n s E q u i p m e n t " o r " C o m m u n i c a t i o n s C e n t e r " . ) 3 . A c c e s s . L a n d l o r d a g r e e s t h a t d u r i n g t h e I n i t i a l T e r m o f t h i s A g r e e m e n t o r a n y R e n e w a l T e r m a s i s h e r e i n a f t e r p r o v i d e d , T e n a n t s h a l l h a v e r e a s o n a b l e i n g r e s s a n d e g r e s s o n a 2 4 - h o u r , 7 d a y s p e r w e e k b a s i s t o t h e P r o p e r t y a n d t h e T o w e r f o r t h e p u r p o s e s o f m a i n t e n a n c e , i n s t a l l a t i o n , r e p a i r a n d r e m o v a l o f s a i d C o m m u n i c a t i o n s E q u i p m e n t . I t i s a g r e e d , h o w e v e r , t h a t o n l y a u t h o r i z e d e n g i n e e r s o r e m p l o y e e s o f T e n a n t , o r p e r s o n s u n d e r T e n a n t ' s d i r e c t s u p e r v i s i o n , w i l l b e p e r m i t t e d t o e n t e r t h e P r o p e r t y o r t h e T o w e r t o i n s t a l l , r e m o v e a n d r e p a i r T e n a n t ' s C o m m u n i c a t i o n s E q u i p m e n t . T e n a n t i s r e s p o n s i b l e f o r t h e c o s t o f s u c h a c t i v i t i e s a n d w i l l n o t i f y L a n d l o r d i n a d v a n c e o f i t s n e e d t o i n s t a l l o r r e p a i r i t s C o m m u n i c a t i o n s E q u i p m e n t l o c a t e d o n t h e T o w e r ; E X C E P T H O W E V E R , i n t h e c a s e o f a n e m e r g e n c y w h e r e u p o n n o t i f i c a t i o n s h a l l b e g i v e n , a s s o o n a s r e a s o n a b l y p o s s i b l e . 4 . T e r m . T h e t e r m o f t h i s A g r e e m e n t s h a l l b e f i v e ( 5 ) y e a r s , c o m m e n c i n g u p o n t h e C o m m e n c e m e n t D a t e ( a s d e f i n e d h e r e i n ) a n d t e r m i n a t i n g a t m i d n i g h t o n t h e f i f t h ( 5 t h ) a n n i v e r s a r y o f t h e C o m m e n c e m e n t D a t e ( " I n i t i a l T e r m " ) . P r o v i d e d T e n a n t i s n o t t h e n i n d e f a u l t , T e n a n t s h a l l h a v e t h e r i g h t , b u t n o t t h e o b l i g a t i o n , t o e x t e n d t h i s A g r e e m e n t f o r t h r e e ( 3 ) a d d i t i o n a l f i v e ( 5 ) y e a r t e r m s ( " R e n e w a l T e r m s " ) . E a c h R e n e w a l T e r m s h a l l b e o n t h e s a m e t e r m s a n d c o n d i t i o n s a s s e t f o r t h i n t h i s A g r e e m e n t e x c e p t t h a t t h e R e n t s h a l l b e i n c r e a s e d a t t h e i n c e p t i o n o f e a c h R e n e w a l T e r m a s s p e c i f i e d i n p a r a g r a p h 5 . C . T h i s A g r e e m e n t s h a l l a u t o m a t i c a l l y b e r e n e w e d f o r e a c h s u c c e s s i v e R e n e w a l T e r m u n l e s s T e n a n t n o t i f i e s L a n d l o r d o f T e n a n t ' s i n t e n t i o n n o t t o r e n e w t h e A g r e e m e n t a t l e a s t 3 0 d a y s p r i o r t o t h e e x p i r a t i o n o f t h e I n i t i a l T e r m o r t h e R e n e w a l T e r m w h i c h i s t h e n i n e f f e c t . B e 1 l S o u t h / C i t y o f T y b e e I s l a n d 5 " " 5 . R e n t . A . U p o n t h e C o m m e n c e m e n t D a t e , T e n a n t s h a l l p a y L a n d l o r d t h e s u m o f O n e T h o u s a n d T w o H u n d r e d F i f t y a n d N o / 1 0 0 D o l l a r s ( $ 1 , 2 5 0 . 0 0 ) p e r m o n t h a s r e n t a l ( " R e n t " ) . R e n t s h a l l b e p a y a b l e o n t h e f i r s t d a y o f e a c h m o n t h i n a d v a n c e t o L a n d l o r d a t L a n d l o r d ' s a d d r e s s a s s p e c i f i e d i n P a r a g r a p h 1 9 b e l o w . B . I f t h i s A g r e e m e n t i s t e r m i n a t e d a t a t i m e o t h e r t h a n o n t h e l a s t d a y o f a m o n t h , R e n t s h a l l b e p r o r a t e d a s o f t h e d a t e o f t e r m i n a t i o n , a n d i n t h e e v e n t o f t e r m i n a t i o n f o r a n y r e a s o n o t h e r t h a n n o n p a y m e n t o f R e n t , a l l p r e p a i d R e n t s s h a l l b e r e f u n d e d t o T e n a n t . C . I n t h e e v e n t t h i s A g r e e m e n t i s r e n e w e d a s p r o v i d e d f o r i n p a r a g r a p h 4 h e r e i n , t h e r e n t d u e i n e a c h R e n e w a l T e r m s h a l l b e a s f o l l o w s : ( i ) R e n t c l u e i n t h e f i r s t R e n e w a l T e r m s h a l l b e O n e T h o u s a n d F i v e H u n d r e d S i x t y - T w o a n d N o / 1 0 0 D o l l a r s ( $ 1 , 5 6 2 . 0 0 ) p e r m o n t h ; ( i i ) R e n t d u e i n t h e s e c o n d R e n e w a l T e r m s h a l l b e O n e T h o u s a n d N i n e H u n d r e d F i f t y - T h r e e a n d N o / 1 0 0 D o l l a r s ( $ 1 , 9 5 3 . 0 0 ) ; a n d ( i i i ) R e n t d u e i n t h e t h i r d R e n e w a l T e r m s h a l l b e T w o T h o u s a n d F o u r H u n d r e d F o r t y - O n e a n d N o / 1 0 0 D o l l a r s ( $ 2 , 4 4 1 . 0 0 ) . 6 . T e n a n t ' s R e p r e s e n t a t i o n s a n d W a r r a n t i e s . T e n a n t c o v e n a n t s a n d a g r e e s t h a t T e n a n t ' s C o m m u n i c a t i o n s E q u i p m e n t , i t s i n s t a l l a t i o n , o p e r a t i o n a n d m a i n t e n a n c e s h a l l : A . N o t i r r e p a r a b l y d a m a g e t h e T o w e r a n d a c c e s s o r i e s t h e r e t o ; B . N o t i n t e r f e r e w i t h t h e L a n d l o r d ' s o p e r a t i o n o f t h e T o w e r . I n t h e e v e n t t h e r e i s i n t e r f e r e n c e b y T e n a n t , T e n a n t w i l l p r o m p t l y t a k e a l l s t e p s n e c e s s a r y t o c o r r e c t a n d e l i m i n a t e t h e s a m e w i t h i n a r e a s o n a b l e p e r i o d o f t i m e . I f T e n a n t i s u n a b l e t o e l i m i n a t e s u c h i n t e r f e r e n c e c a u s e d b y i t w i t h i n a r e a s o n a b l e p e r i o d o f t i m e , T e n a n t a g r e e s t o r e m o v e i t s a n t e n n a s f r o m L a n d l o r d ' s p r o p e r t y a n d t h i s a g r e e m e n t s h a l l t e r m i n a t e . I n t e r f e r e n c e s h a l l i n c l u d e a n y d a m a g e t o t h e T o w e r , i t s o p e r a t i o n s o r t o t h e w a t e r m a i n t a i n e d f o r s t o r a g e c o n t a i n e d w i t h i n t h e t a n k . T e n a n t a g r e e s t h a t i t s h a l l b e f u l l y a n d c o m p l e t e l y r e s p o n s i b l e f o r a n y a n d a l l d a m a g e t o t h e s t o r e d w a t e r , t o t h e t a n k a n d t o t h e T o w e r a n d a l l s u p p o r t s y s t e m s i n i t s p l a c e m e n t o f i t s p r o p e r t y o n L a n d l o r d ' s p r o p e r t y . A n y c o n t a m i n a t i o n o f L a n d l o r d ' s s t o r e d w a t e r , a r i s i n g f r o m T e n a n t ' s o p e r a t i o n s , o r t h o s e o f T e n a n t ' s a g e n t s , e m p l o y e e s , c o n t r a c t o r s o r i n v i t e e s , s h a l l b e t h e s o l e r e s p o n s i b i l i t y o f T e n a n t t o c o r r e c t ; a n d C . C o m p l y w i t h a l l a p p l i c a b l e r u l e s a n d r e g u l a t i o n s o f t h e F C C a n d e l e c t r i c a l c o d e s o f t h e C i t y a n d S t a t e c o n c e r n e d . B e l l S o u t h / C i t y o f T y b e e I s l a n d 6 " " 7 . L a n d l o r d ' s R e p r e s e n t a t i o n s a n d W a r r a n t i e s . A . L a n d l o r d r e p r e s e n t s a n d w a r r a n t s t h a t T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y a s a s i t e f o r t h e t r a n s m i s s i o n a n d r e c e i p t o f r a d i o c o m m u n i c a t i o n s i g n a l s ; f o r t h e c o n s t r u c t i o n a n d m a i n t e n a n c e o f r e l a t e d f a c i l i t i e s , t o w e r s , a n t e n n a e o r b u i l d i n g s ; a n d f o r r e l a t e d a c t i v i t i e s i s n o t p r o h i b i t e d b y a n y c o v e n a n t s , r e s t r i c t i o n s , r e c i p r o c a l e a s e m e n t s , s e r v i t u d e s , s u b d i v i s i o n r u l e s o r o t h e r r e q u i r e m e n t s o r r e g u l a t i o n s w h i c h w o u l d p r o h i b i t T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y . N o r a r e t h e r e a n y e a s e m e n t s o r o t h e r e n c u m b r a n c e s o n t h e P r o p e r t y w h i c h w i l l i n t e r f e r e w i t h o r c o n s t r u c t i v e l y p r o h i b i t T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y . B . L a n d l o r d r e p r e s e n t s a n d w a r r a n t s t h a t , i f c o n s t r u c t e d , t h e R e p l a c e m e n t T o w e r ( a s d e f i n e d h e r e i n ) w i l l h a v e a d e q u a t e e x i s t i n g s t r u c t u r a l s u p p o r t a n d i n t e g r i t y t o s u p p o r t T e n a n t ' s C o m m u n i c a t i o n s E q u i p m e n t , w i t h t h e e x c e p t i o n o f t h e C O W . L a n d l o r d s h a l l m a i n t a i n a n d r e p a i r t h e R e p l a c e m e n t T o w e r a n d t h e T o w e r d u r i n g t h e I n i t i a l T e r m a n d a n y R e n e w a l T e r m o f t h i s A g r e e m e n t i n c o m p l i a n c e w i t h a l l a p p l i c a b l e l a w s a n d r e g u l a t i o n s a n d i n s a t i s f a c t o r y c o n d i t i o n . L a n d l o r d s h a l l m a i n t a i n t h e R e p l a c e m e n t T o w e r , t h e T o w e r , a n d R e a l P r o p e r t y a s a c o n t r o l l e d e n v i r o n m e n t n o t o p e n t o t h e g e n e r a l p u b l i c . 8 . A b a t e m e n t o f R e n t . I f t h e T o w e r i s d a m a g e d f o r a n y r e a s o n s o a s t o r e n d e r i t s u b s t a n t i a l l y u n u s a b l e f o r T e n a n t ' s u s e , r e n t s h a l l a b a t e f o r s u c h p e r i o d a s t h e T o w e r i s s u b s t a n t i a l l y u n u s a b l e f o r T e n a n t ' s u s e . I f L a n d l o r d , a t i t s e x p e n s e , f a i l s t o r e p a i r o r r e s t o r e t h e T o w e r t o i t s c o n d i t i o n p r i o r t o s u c h d a m a g e , T e n a n t m a y e i t h e r t e r m i n a t e t h i s A g r e e m e n t u p o n w r i t t e n n o t i c e t o L a n d l o r d o r r e p a i r o r r e s t o r e t h e T o w e r a t T e n a n t ' s e x p e n s e . 9 . N o n - E x c l u s i v e A g r e e m e n t . T h i s A g r e e m e n t s h a l l b e n o n e x c l u s i v e a n d L a n d l o r d m a y g r a n t a s i m i l a r l e a s e t o a n y o t h e r p a r t y . L a n d l o r d w i l l n o t , h o w e v e r , g r a n t s u c h a s i m i l a r l e a s e i f s u c h g r a n t w i l l i n a n y w a y a d v e r s e l y a f f e c t ( w h i c h a d v e r s e a f f e c t s h a l l r e l a t e t o t h e o p e r a t i o n a t , a n d t h e u s e a n d e n j o y m e n t o f , t h e P r o p e r t y a n d s h a l l n o t r e l a t e t o c o m p e t i t i v e a f f e c t s ) o r i n t e r f e r e w i t h T e n a n t ' s u s e o f T e n a n t ' s C o m m u n i c a t i o n E q u i p m e n t . T e n a n t s h a l l n o t m a t e r i a l l y c h a n g e t h e f r e q u e n c y , p o w e r o r c h a r a c t e r o f i t s e q u i p m e n t w i t h o u t f i r s t o b t a i n i n g t h e w r i t t e n c o n s e n t o f L a n d l o r d , w h i c h s h a l l n o t b e u n r e a s o n a b l y w i t h h e l d , c o n d i t i o n e d o r d e l a y e d . 1 0 . C o n d i t i o n s P r e c e d e n t . T e n a n t ' s o b l i g a t i o n t o p e r f o r m u n d e r t h i s A g r e e m e n t s h a l l b e s u b j e c t t o a n d c o n d i t i o n e d u p o n T e n a n t s e c u r i n g a p p r o p r i a t e a p p r o v a l s f o r T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y f r o m t h e F C C , t h e F A A , a n d a n y o t h e r f e d e r a l , s t a t e o r l o c a l r e g u l a t o r y a u t h o r i t y h a v i n g j u r i s d i c t i o n o v e r T e n a n t ' s p r o p o s e d u s e o f t h e P r o p e r t y . T e n a n t ' s i n a b i l i t y t o s u c c e s s f u l l y s a t i s f y t h e s e c o n d i t i o n s o r t h e o c c u r r e n c e o f a n y o t h e r e v e n t w h i c h e f f e c t i v e l y p r o h i b i t s T e n a n t ' s i n t e n d e d u s e o f t h e P r o p e r t y s h a l l r e l i e v e T e n a n t f r o m a n y o b l i g a t i o n t o p e r f o r m u n d e r t h i s A g r e e m e n t ( e x c e p t f o r i n d e m n i t y o b l i g a t i o n s p r e v i o u s l y i n c u r r e d a n d T e n a n t ' s o b l i g a t i o n t o r e m o v e t h e C o m m u n i c a t i o n s E q u i p m e n t o r a n y o t h e r B e l l S o u t h / C i t y o f T y b c e I s l a n d 7 personal property) and shall entitle Tenant to restitution of any prepaid monthly rental payments which have been paid to Landlord. 11. Conditions Subsequent. In the event that Tenant's intended use of the Property is actually or constructively prohibited, then this Agreement shall terminate and be of no further force or effect (except for indemnity obligations previously incurred and Tenant's obligation to remove its Communication Equipment or any other personal property) and Tenant shall be entitled to a refund from Landlord of any prepaid Rents or deposits paid to Landlord prior to the date upon which Tenant gives Landlord notice of its intent to terminate this Agreement pursuant to this paragraph, 12. Interference. Landlord shall not use, nor shall Landlord permit its lessees, licensees, invitees or agents to use any portion of Landlord's Real Property or Tower in any way which interferes, based on generally accepted engineering and telecommunications standards, with the operations of Tenant described in Section 2 above. Such interference shall be deemed a material breach of this Agreement by Landlord and Landlord shall have the responsibility to promptly terminate said interference. In the event any such interference does not cease or is not promptly rectified, Landlord acknowledges that continuing interference will cause irreparable injury to Tenant, and Tenant shall have the right, in addition to any other rights that it may have at law or in equity, to bring action to enjoin such interference or to terminate this Agreement immediately upon notice to Landlord. With respect to any further lessees, licenses, invitees or agents of any portion of Landlord's Real Property or Tower, Landlord shall make all reasonable efforts to include in its agreement with said third -party that such third -party prevent any interference with Tenant's operations. 13. Termination. Except as otherwise provided herein, this Agreement may be terminated, without any penalty or further liability (except for indemnity obligations previously incurred and Tenant's obligation to remove its Communications Equipment or any other personal property) on 30 days' written notice if either of the following conditions should apply: A. Upon a default of any covenant or term hereof by the other party which default is not cured within 30 days of receipt of written notice or default (without, however, limiting any other rights available to the parties pursuant to any other provisions hereof); B. If Tenant is unable to obtain or maintain any license, permit or other Governmental Approval necessary to the construction and operation of the Communications Center or Tenant's business; or C. By Tenant for no reason or any reason at all upon providing six (6) months advance written notice to Landlord. BellSouth/City of Tyree Island 8 " " 1 4 . S u b l e a s e s . A f t e r f i r s t o b t a i n i n g t h e w r i t t e n c o n s e n t o f L a n d l o r d , w h i c h c o n s e n t s h a l l n o t b e u n r e a s o n a b l y w i t h h e l d , c o n d i t i o n e d o r d e l a y e d , T e n a n t s h a l l h a v e t h e r i g h t t o s u b l e a s e t h e P r o p e r t y o r a n y p o r t i o n t h e r e o f t o o t h e r s w h o s e p r i m a r y b u s i n e s s i s t h e p r o v i s i o n o f r a d i o t r a n s m i s s i o n a n d c o m m u n i c a t i o n s e r v i c e s . T e n a n t ' s s u b l e s s e e ( s ) s h a l l b e e n t i t l e d t o r i g h t s o f i n g r e s s a n d e g r e s s t o t h e P r o p e r t y a n d t h e r i g h t t o i n s t a l l u t i l i t i e s o n t h e P r o p e r t y a s i f s a i d s u b l e s s e e w e r e t h e T e n a n t u n d e r t h i s A g r e e m e n t . I f a n d t o t h e e x t e n t r e q u i r e d u n d e r a p p l i c a b l e l a w , a n y r e n t s r e c e i v e d b y T e n a n t f r o m a n y s u b l e s s e e ( s ) i n e x c e s s o f t h e R e n t p a i d b y T e n a n t h e r e u n d e r s h a l l b e L a n d l o r d ' s . I t i s u n d e r s t o o d t h a t L a n d l o r d i s c o n c e r n e d t h a t u n d e r a p p l i c a b l e l a w , a t e n a n t l e a s i n g p r o p e r t y f r o m a g o v e r n m e n t a l e n t i t y m a y n o t b e e n t i t l e d t o f i n a n c i a l p r o f i t s i n t h e s u b l e a s i n g o f p o r t i o n s o f t h a t p r o p e r t y , a n d L a n d l o r d a n d T e n a n t a g r e e t h a t t h e y w i s h t o c o n f o r m t h i s L e a s e t o a p p l i c a b l e l a w . U n t i l s u c h t i m e a s i t i s d e t e r m i n e d t h a t s u c h s u b l e a s i n g e x c e s s r e n t s a r e a n i m p e r m i s s i b l e p r o f i t f o r T e n a n t , T e n a n t a n d L a n d l o r d s h a l l s h a r e s u c h e x c e s s r e n t s e v e n l y ( i . e . 5 0 - 5 0 ) . I m m e d i a t e l y u p o n t h e d e t e r m i n a t i o n b y a c o u r t o f c o m p e t e n t j u r i s d i c t i o n o r s i m i l a r a u t h o r i t y t h a t T e n a n t i s n o t e n t i t l e d t o s u c h e x c e s s r e n t s , s u c h e x c e s s r e n t s s h a l l b e p a i d t o L a n d l o r d b y T e n a n t , t o t h e e x t e n t a c t u a l l y r e c e i v e d . 1 5 . T a x e s . T e n a n t s h a l l p a y a n y p e r s o n a l p r o p e r t y t a x e s a s s e s s e d o n , o r a n y p o r t i o n o f s u c h t a x e s a t t r i b u t a b l e t o , t h e C o m m u n i c a t i o n s C e n t e r . L a n d l o r d i s e x e m p t f r o m a n y o b l i g a t i o n t o p a y r e a l p r o p e r t y t a x e s o n t h e R e a l P r o p e r t y a n d t h e i m p r o v e m e n t s o w n e d b y L a n d l o r d w h i c h a r e l o c a t e d t h e r e o n . 1 6 . I n s u r a n c e . T e n a n t s h a l l , a t T e n a n t ' s e x p e n s e , p u r c h a s e a n d m a i n t a i n i n f u l l f o r c e a n d e f f e c t t h r o u g h o u t t h e t e r m i n c l u d i n g a n y r e n e w a l s o r e x t e n s i o n s t h e r e o f , s u c h p u b l i c l i a b i l i t y a n d p r o p e r t y d a m a g e p o l i c i e s a s T e n a n t m a y d e e m n e c e s s a r y . S a i d p o l i c y o r p o l i c i e s w i l l p r o v i d e a m i n i m u m c o m b i n e d s i n g l e l i m i t o f $ 1 , 0 0 0 , 0 0 0 a n d w i l l n a m e L a n d l o r d a s a d d i t i o n a l i n s u r e d . 1 7 . D e s t r u c t i o n o f P r e m i s e s . I f t h e P r o p e r t y o r t h e C o m m u n i c a t i o n s E q u i p m e n t a r e d e s t r o y e d o r d a m a g e d s o a s t o h i n d e r t h e e f f e c t i v e u s e o f t h e C o m m u n i c a t i o n s E q u i p m e n t i n T e n a n t ' s j u d g m e n t , T e n a n t m a y e l e c t t o t e r m i n a t e t h i s A g r e e m e n t a s o f t h e d a t e o f t h e d a m a g e o r d e s t r u c t i o n b y s o n o t i f y i n g t h e L a n d l o r d . I n s u c h e v e n t , a l l r i g h t s a n d o b l i g a t i o n s o f t h e p a r t i e s s h a l l c e a s e a s o f t h e d a t e o f t h e d a m a g e o r d e s t r u c t i o n ( e x c e p t f o r i n d e m n i t y o b l i g a t i o n s p r e v i o u s l y i n c u r r e d a n d T e n a n t ' s o b l i g a t i o n t o r e m o v e i t s C o m m u n i c a t i o n s E q u i p m e n t o r a n y o t h e r p e r s o n a l p r o p e r t y ) a n d T e n a n t s h a l l b e e n t i t l e d t o t h e r e i m b u r s e m e n t o f a n y R e n t p r e p a i d b y T e n a n t . 1 8 . E n v i r o n m e n t a l C o m p l i a n c e . L a n d l o r d r e p r e s e n t s a n d w a r r a n t s t h a t , t o t h e b e s t o f L a n d l o r d ' s k n o w l e d g e , t h e R e a l P r o p e r t y a n d t h e T o w e r a r e i n c o m p l i a n c e w i t h a l l l a w s , o r d i n a n c e s , n o t i c e s , o r d e r , r u l e s , r e g u l a t i o n s a n d r e q u i r e m e n t s o f a n y a n d a l l f e d e r a l , s t a t e , o r m u n i c i p a l g o v e r n m e n t s o r t h e i r a p p r o p r i a t e d e p a r t m e n t s , c o m m i s s i o n s , b o a r d s a n d o f f i c e s t h e r e o f . B e l l S o u t h / C i t y o f T y b e e I s l a n d 9 " " T e n a n t s h a l l h a v e t h e r i g h t t o c o n d u c t a n e n v i r o n m e n t a l a u d i t o f t h e R e a l P r o p e r t y a n d t h e T o w e r a t T e n a n t ' s e x p e n s e . T e n a n t s h a l l n o t b e o b l i g a t e d t o t a k e p o s s e s s i o n o f t h e P r o p e r t y u n d e r t h i s A g r e e m e n t i f t h e e n v i r o n m e n t a l a u d i t r e v e a l s t h a t t h e R e a l P r o p e r t y a n d t h e T o w e r c o n t a i n s c o n t a m i n a n t s , o i l s , a s b e s t o s , r a d o n , P C B ' s , h a z a r d o u s s u b s t a n c e s o r h a z a r d o u s w a s t e s a s d e f i n e d b y f e d e r a l , s t a t e o r l o c a l e n v i r o n m e n t a l l a w s , r e g u l a t i o n s o r o r d e r s o r o t h e r m a t e r i a l s t h e r e m o v a l o f w h i c h a r e r e q u i r e d o r t h e m a i n t e n a n c e o f w h i c h i s p r o h i b i t e d , r e g u l a t e d o r p e n a l i z e d b y a n y f e d e r a l , s t a t e o r l o c a l g o v e r n m e n t a u t h o r i t y ( " H a z a r d o u s M a t e r i a l s " ) . 1 9 . N o t i c e s . A l l n o t i c e s , r e q u e s t s , d e m a n d s a n d o t h e r c o m m u n i c a t i o n s h e r e u n d e r s h a l l b e i n w r i t i n g a n d s h a l l b e d e e m e d g i v e n i f d e l i v e r e d p e r s o n a l l y o r b y a n a t i o n a l l y r e c o g n i z e d o v e r n i g h t c o u r i e r f o r n e x t - d a y d e l i v e r y o r m a i l e d , c e r t i f i e d m a i l , r e t u r n r e c e i p t r e q u e s t e d , t o t h e f o l l o w i n g a d d r e s s e s : I f t o L a n d l o r d , t o : C i t y o f T y b e e I s l a n d , G e o r g i a P . 0 . B o x 1 2 8 T y b e e I s l a n d , G e o r g i a 3 1 3 2 8 ( 9 1 2 ) , 7 8 6 - 4 5 7 1 C i t y o f T y b e e I s l a n d , G e o r g i a 4 0 3 B u t l e r A v e n u e T y b e e I s l a n d , G e o r g i a 3 1 3 2 8 - 2 7 4 9 ; I f t o T e n a n t , t o : B e l l S o u t h P e r s o n a l C o m m u n i c a t i o n s 3 3 5 3 P e a c h t r e e R o a d , N . E . , S u i t e 3 0 0 A t l a n t a , G e o r g i a 3 0 3 2 6 A t t e n t i o n : R e a l E s t a t e D e p a r t m e n t W i t h a c o p y t o : B e l l S o u t h P e r s o n a l C o m m u n i c a t i o n s 3 3 5 3 P e a c h t r e e R o a d , N . E . , S u i t e 4 0 0 A t l a n t a , G e o r g i a 3 0 3 2 6 A t t e n t i o n : L e g a l D e p a r t m e n t " B e l l S o u t h / C i t y o f T y b e e I s l a n d 1 0 " " 2 0 . T i t l e a n d Q u i e t E n j o y m e n t . A . L a n d l o r d w a r r a n t s t h a t ( i ) i t h a s f u l l r i g h t , p o w e r , a n d a u t h o r i t y t o e x e c u t e t h i s A g r e e m e n t ; ( i i ) i t h a s g o o d a n d u n e n c u m b e r e d t i t l e t o t h e R e a l P r o p e r t y a n d t h e T o w e r f r e e a n d c l e a r o f a n y I i e n s o r m o r t g a g e s ; ( i i i ) t h e R e a l P r o p e r t y c o n s t i t u t e s a l e g a l l o t t h a t m a y b e l e a s e d w i t h o u t t h e n e e d f o r a n y s u b d i v i s i o n o r p l a t t i n g a p p r o v a l , a n d ( i v ) t h a t T e n a n t s h a l l h a v e t h e q u i e t e n j o y m e n t o f t h e P r o p e r t y , t h e R e a l P r o p e r t y ( t o t h e e x t e n t i s h a s r i g h t s h e r e u n d e r t o t h e R e a l P r o p e r t y ) a n d t h e T o w e r d u r i n g t h e t e r m o f t h i s A g r e e m e n t . B . T e n a n t h a s t h e r i g h t t o o b t a i n a t i t l e r e p o r t o r c o m m i t m e n t f o r a l e a s e h o l d t i t l e p o l i c y f r o m a t i t l e i n s u r a n c e c o m p a n y o f i t s c h o i c e . I f , i n t h e o p i n i o n o f T e n a n t , s u c h t i t l e r e p o r t s h o w s a n y d e f e c t s o f t i t l e o r a n y l i e n s o r e n c u m b r a n c e s w h i c h a d v e r s e l y a f f e c t T e n a n t ' s u s e o f t h e P r o p e r t y o r T e n a n t ' s a b i l i t y t o o b t a i n l e a s e h o l d f i n a n c i n g , T e n a n t s h a l l h a v e t h e r i g h t t o c a n c e l t h i s A g r e e m e n t i n u n e d i a t e l y u p o n w r i t t e n n o t i c e t o L a n d l o r d , C . T e n a n t s h a l l a l s o h a v e t h e r i g h t t o h a v e t h e R e a l P r o p e r t y s u r v e y e d a n d t o h a v e s o i l b o r i n g s a n d a n a l y s i s t e s t s r u n . I n t h e e v e n t t h a t a n y d e f e c t s a r e s h o w n b y t h e s u r v e y o r t h e s o i l a n a l y s i s , w h i c h i n t h e o p i n i o n o f t h e T e n a n t , m a y a d v e r s e l y a f f e c t T e n a n t ' s u s e o f t h e P r o p e r t y , T e n a n t s h a l l h a v e t h e r i g h t t o c a n c e l t h i s l e a s e i m m e d i a t e l y u p o n w r i t t e n n o t i c e t o L a n d l o r d . 2 1 . A s s i g n m e n t . A n y a s s i g n m e n t o f t h i s A g r e e m e n t t h a t i s e n t e r e d i n t o b y T e n a n t s h a l l b e s u b j e c t t o t h e p r o v i s i o n s o f t h i s A g r e e m e n t . A d d i t i o n a l l y , T e n a n t m a y , u p o n n o t i c e t o L a n d l o r d , m o r t g a g e o r g r a n t a s e c u r i t y i n t e r e s t i n t h e C o m m u n i c a t i o n s C e n t e r , a n d m a y a s s i g n t h e C o m m u n i c a t i o n s C e n t e r t o a n y s u c h m o r t g a g e e s o r h o l d e r s o f s e c u r i t y i n t e r e s t s i n c l u d i n g t h e i r s u c c e s s o r s a n d a s s i g n s . 2 2 . I n d e m n i f i c a t i o n . T e n a n t s h a l l i n d e m n i f y , p r o t e c t , s a v e a n d h o l d h a r m l e s s L a n d l o r d a n d t h e d i r e c t o r s , o f f i c e r s , e m p l o y e e s , a g e n t s a n d v o l u n t e e r s o f L a n d l o r d , ( f o r t h e p u r p o s e s o f t h i s p a r a g r a p h , c o l l e c t i v e l y " L a n d l o r d " ) , f r o m a n d a g a i n s t a n y a n d a l l c l a i m s , d e m a n d s , j u d g m e n t s , s e t - o f f s , l o s s e s , d a m a g e s , l i a b i l i t i e s , a w a r d s , f i n e s - a n d e x p e n s e , i n c l u d i n g w i t h o u t l i m i t a t i o n , t h e c o n c u r r e n t n e g l i g e n c e o f L a n d l o r d a n d t h e T e n a n t , t h e c o n t r i b u t i n g n e g l i g e n c e o f t h e T e n a n t a n d a n y t h i r d p a r t y , a n d a n y a t t o r n e y ' s f e e s , e x p e n s e s o r o t h e r c o s t s a s s o c i a t e d w i t h o r i n c u r r e d , b a s e d o n o r i n a n y m a n n e r a r i s i n g o u t o f o r r e l a t e d t o t h e p e r f o r m a n c e o r n o n p e r f o r m a n c e o f t h i s A g r e e m e n t b y t h e T e n a n t h e r e u n d e r , i n c l u d i n g b u t n o t l i m i t e d t o , i n j u r y t o p e r s o n s o r p r o p e r t y , a c t u a l d a m a g e s , c o n s e q u e n t i a l d a m a g e s , p u n i t i v e d a m a g e s , l o s s e s , s e t - o f f s , w a r r a n t y c l a i m s , p r o d u c t l i a b i l i t y c l a i m s o r o t h e r d a m a g e s a r i s i n g o u t o f a n a c t i o n f o r s t r i c t l i a b i l i t y i n t o r t ; p r o v i d e d , h o w e v e r , t h a t n o t h i n g c o n t a i n e d i n t h i s p r o v i s i o n s h a l l b e i n t e r p r e t e d t o i n d e m n i f y o r h o l d h a r m l e s s L a n d l o r d a g a i n s t l i a b i l i t y f o r d a m a g e s a r i s i n g o u t o f b o d i l y i n j u r y t o p e r s o n s o r d a m a g e t o p r o p e r t y c a u s e d b y o r r e s u l t i n g f r o m t h e s o l e n e g l i g e n c e o r w i l l f u l m i s c o n d u c t o f L a n d l o r d , a n d L a n d l o r d s h a l l i n d e m n i f y , p r o t e c t , s a v e a n d h o l d h a r m l e s s T e n a n t a g a i n s t l i a b i l i t y f o r d a m a g e s a r i s i n g o u t o f b o d i l y B e l l S o u t h / C i t y o f T y b e c I s l a n d 1 1 " " i n j u r y t o p e r s o n s o r d a m a g e t o p r o p e r t y c a u s e d b y o r r e s u l t i n g f r o m t h e s o l e n e g l i g e n c e o r w i l l f u l m i s c o n d u c t o f L a n d l o r d . W i t h o u t l i m i t i n g t h e f o r e g o i n g i n d e m n i t y , t h e T e n a n t s h a l l i n d e m n i f y t h e L a n d l o r d f o r a l l d e f e n s e c o s t s , i n c l u d i n g r e a s o n a b l e a t t o r n e y ' s f e e s , a n d a m o u n t s p a i d i n s e t t l e m e n t . 2 3 . S u c c e s s o r s a n d A s s i g n s . T h i s A g r e e m e n t s h a l l r u n w i t h t h e R e a l P r o p e r t y . T h i s A g r e e m e n t s h a l l b e b i n d i n g u p o n a n d i n u r e t o t h e b e n e f i t o f t h e p a r t i e s , t h e i r r e s p e c t i v e s u c c e s s o r s , p e r s o n a l r e p r e s e n t a t i v e s a n d a s s i g n s . 2 4 . M i s c e l l a n e o u s . A . E a c h p a r t y a g r e e s t o f u r n i s h t o t h e o t h e r , w i t h i n 1 0 d a y s a f t e r r e q u e s t , s u c h t r u t h f u l e s t o p p e l i n f o r m a t i o n a s t h e o t h e r m a y r e a s o n a b l y r e q u e s t . B . T h i s A g r e e m e n t c o n s t i t u t e s t h e e n t i r e a g r e e m e n t a n d u n d e r s t a n d i n g o f t h e p a r t i e s , a n d s u p e r s e d e s a l l o f f e r s , n e g o t i a t i o n s a n d o t h e r a g r e e m e n t s . T h e r e a r e n o r e p r e s e n t a t i o n s o r u n d e r s t a n d i n g s o f a n y k i n d n o t s e t f o r t h h e r e i n . A n y a m e n d m e n t s t o s a i d A g r e e m e n t m u s t b e i n w r i t i n g a n d e x e c u t e d b y b o t h p a r t i e s . T h e f o r e g o i n g s t a t e m e n t s o f t h i s S e c t i o n 2 4 ( 1 3 ) r e l a t e o n l y t o t h i s A g r e e m e n t , a n d t h e t r a n s a c t i o n c o n t e m p l a t e d h e r e i n , a n d i n t h e e v e n t t h a t L a n d l o r d a n d T e n a n t ( o r a n y a f f i l i a t e s o f e i t h e r ) a r e p a r t i e s t o a n y s e p a r a t e a g r e e m e n t f o r t r a n s a c t i o n s u n r e l a t e d t o t h i s A g r e e m e n t , s u c h s e p a r a t e a g r e e m e n t s s h a l l i n n o w a y b e a f f e c t e d b y t h i s A g r e e m e n t . C . I f e i t h e r i s r e p r e s e n t e d b y a r e a l e s t a t e b r o k e r i n t h i s t r a n s a c t i o n , t h a t p a r t y s h a l l b e f u l l y r e s p o n s i b l e f o r a n y f e e d u e s u c h b r o k e r a n d s h a l l h o l d t h e o t h e r p a r t y h a r m l e s s f r o m a n y c l a i m s f o r c o m m i s s i o n b y s u c h b r o k e r . D . L a n d l o r d a g r e e s t o c o o p e r a t e w i t h T e n a n t i n e x e c u t i n g a n y d o c u m e n t s n e c e s s a r y t o p r o t e c t T e n a n t ' s r i g h t s u n d e r t h i s A g r e e m e n t o r T e n a n t ' s u s e o f t h e P r o p e r t y a n d t o t a k e a n y f u r t h e r a c t i o n w h i c h T e n a n t m a y r e a s o n a b l y r e q u i r e a s t o e f f e c t t h e i n t e n t o f t h i s A g r e e m e n t . E . T h i s A g r e e m e n t s h a l l b e c o n s t r u e d i n a c c o r d a n c e w i t h t h e l a w s o f t h e S t a t e o f G e o r g i a . F . I f a n y t e r m o f t h i s A g r e e m e n t i s f o u n d t o b e v o i d o r i n v a l i d , s u c h i n v a l i d i t y s h a l l n o t a f f e c t t h e r e m a i n i n g t e r m s o f t h i s A g r e e m e n t , w h i c h s h a l l c o n t i n u e i n f u l l f o r c e a n d e f f e c t . G . F o l l o w i n g t h e e x e c u t i o n o f t h i s A g r e e m e n t , e i t h e r p a r t y , a t i t s s o l e e x p e n s e , s h a l l b e e n t i t l e d t o f i l e a m e m o r a n d u m o r s h o r t f o r m o f l e a s e o f r e c o r d i n t h e C o u n t y w h e r e t h e P r o p e r t y i s l o c a t e d . B e l l S o u t h / C i t y o f T y b e c I s l a n d 1 2 " " 1 1 . T h i s A g r e e m e n t , i f T e n a n t e x e r c i s e s t h e O p t i o n , g r a n t s t o T e n a n t a l e a s e h o l d e s t a t e a n d n o t m e r e l y a u s u f r u c t . I . T i t l e t o a l l i m p r o v e m e n t s c o n s t r u c t e d o r i n s t a l l e d b y T e n a n t o n t h e R e a l P r o p e r t y o r t h e T o w e r s h a l t r e m a i n i n T e n a n t , a n d a l l i m p r o v e m e n t s c o n s t r u c t e d o r i n s t a l l e d b y T e n a n t s h a l l a t a l l t i m e s b e a n d r e m a i n t h e p r o p e r t y o f T e n a n t , r e g a r d l e s s o f w h e t h e r s u c h i m p r o v e m e n t s a r e a t t a c h e d o r a f f i x e d t o t h e T o w e r o r t h e R e a l P r o p e r t y . T e n a n t , u p o n t e r m i n a t i o n o f t h i s L e a s e , s h a l l , w i t h i n a r e a s o n a b l e p e r i o d , r e m o v e i t s i m p r o v e m e n t s f r o m t h e T o w e r a n d t h e R e a l P r o p e r t y . 2 5 . R e p l a c e m e n t T o w e r . L a n d l o r d a n d T e n a n t a c k n o w l e d g e t h a t L a n d l o r d i n t e n d s t o c o n s t r u c t a s p h e r i c a l w a t e r t o w e r t o r e p l a c e t h e e x i s t i n g T o w e r ( t h e " R e p l a c e m e n t T o w e r " ) . L a n d l o r d i n d i c a t e s t h a t i t t e n t a t i v e l y a n t i c i p a t e s t h e " c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r b y O c t o b e r 1 9 9 8 . T h e R e p l a c e m e n t T o w e r m a y b e c o n s t r u c t e d s o a s t o p e r m i t T e n a n t ' s u s e o f t h e R e a l P r o p e r t y a n d R e p l a c e m e n t T o w e r f o r t h e p u r p o s e s i n t e n d e d b y T e n a n t h e r e i n a n d t h e p o t e n t i a l u s e o f t h e R e p l a c e m e n t T o w e r b y o t h e r c o m m u n i c a t i o n s c a r r i e r s . O n c e t h e R e p l a c e m e n t T o w e r i s c o m p l e t e d , r e f e r e n c e s t o t h e " T o w e r " h e r e i n w i l l b e d e e m e d t o r e f e r t o t h e R e p l a c e m e n t T o w e r . T o t h e e x t e n t n e c e s s a r y , t h e G r o u n d S p a c e , T o w e r S p a c e , a n d e a s e m e n t s r e l a t e d h e r e t o w i l l b e m o d i f i e d u p o n t h e c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r . A l l s u c h m o d i f i c a t i o n s s h a l l b e m u t u a l l y s a t i s f a c t o r y t o L a n d l o r d a n d T e n a n t . F u r t h e r , a l l e x h i b i t s t o t h i s A g r e e m e n t s h a l l b e r e v i s e d t o t h e m u t u a l s a t i s f a c t i o n o f L a n d l o r d a n d T e n a n t , u p o n t h e c o m p l e t i o n o f t h e R e p l a c e m e n t T o w e r , t o c o r r e c t l y r e f e r e n c e t h e P r o p e r t y l e a s e d . I f t h e R e p l a c e m e n t T o w e r i s c o n s t r u c t e d t o a c c o m m o d a t e t h e u s e o f t h e R e p l a c e m e n t T o w e r b y T e n a n t a n d o t h e r c o m m u n i c a t i o n s c a r r i e r s , T e n a n t a g r e e s t o r e i m b u r s e L a n d l o r d f o r T e n a n t ' s p r o r a t a s h a r e o f t h e d i f f e r e n c e b e t w e e n ( i ) t h e c o s t s L a n d l o r d w o u l d h a v e i n c u r r e d t o c o n s t r u c t t h e R e p l a c e m e n t T o w e r w i t h o u t a c c o m m o d a t i n g t h e u s e t h e r e o f b y T e n a n t o r o t h e r c o m m u n i c a t i o n s c a r r i e r s , a n d ( i i ) L a n d l o r d ' s r e a s o n a b l e , a c t u a l c o s t s t o c o n s t r u c t t h e R e p l a c e m e n t T o w e r w i t h t h e u p g r a d e s n e c e s s a r y t o a c c o m m o d a t e t h e u s e t h e r e o f b y T e n a n t o r o t h e r c o m m u n i c a t i o n s c a r r i e r s . F o r e x a m p l e , i f t h e R e p l a c e m e n t T o w e r w i t h o u t s u c h u p g r a d e s w o u l d h a v e c o s t L a n d l o r d $ 7 0 , 0 0 0 t o c o n s t r u c t , a n d t h e R e p l a c e m e n t T o w e r w i t h s u c h u p g r a d e s a c t u a l l y c o s t s L a n d l o r d $ 9 0 , 0 0 0 , T e n a n t w o u l d p a y i t s p r o r a t a s h a r e o f $ 2 0 , 0 0 0 . T e n a n t ' s p r o r a t a s h a r e s h a l l b e b a s e d o n t h e p r o j e c t e d n u m b e r o f u s e r s o f t h e R e a l P r o p e r t y a n d R e p l a c e m e n t T o w e r , w h i c h p r o j e c t e d n u m b e r s h a l l b e m u t u a l l y a g r e e d u p o n b y L a n d l o r d a n d T e n a n t , b a s e d u p o n t h e i r b e s t - g u e s s e s t i m a t i o n s o f t h e l i k e l y n u m b e r o f f u t u r e u s e r s . 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B e l l S o u t h / C i t y o f T y b e e I s l a n d 1 3 'r 1036\2775461287361 1036\287366 DATED AS OF THE DATE FIRST SET FORTH ABOVE. LANDLORD THE CITY OF TYBEE ISLAND, GEORGIA Signed, sealed and delivered this day of q- 1991 , in the presence of: Unofficial Witness Notary Public My Coi .FARA s: Notary Public, Chatham County, os, My Commission Expires Jan. 8, 1999 (NOTARIAL SEAL) Signed, sealed and delivered this day of (Ycinf t •) , By: 199 , in the presence of: Name: Title: By: Print Name: 1,1)v) LTE,2 Park Qr Title: Mayor ATTEST: TENANT: BELLSOUTH PERSONAL COMMUNICATIONS, INC., a Delaware corporation, dlbla Belluth Mobility DCS Unofficial Witness 1111*41_:. • I "/, I/ Notary ' blic My�Cia� i�io Expires: i 7 ATTEST: By: Title: a -_.SP 14 , , IYfikk t t (a- " ' . " " " ' " " " " I r ' , " , - - 1 " . " " " " " " " " " " " 1 t " - ' " " . " " " . " " t " " t v " " ) " n : " " : " , " 1 3 ) " " " 0 . 0 " " " " a n i n t " : , 1 * . " V r . 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L y - f i v e h u n d r e d t h s ( 5 1 ; . 3 5 ) r c e t [ h O o w t h e r n t i l d e o . o r t A v e n u e t o a s t a L o , 1 ' r . ; p 5 5 0 0 0 W I w o h u n d r e d t h i r t : ? - e t t e n o d p i o n - t e n t h s ( 2 5 1 . 9 ) r e e l ' , t o p s t a k e , t h e n c e N 5 7 0 0 0 1 ; t h l r t y - : l v e ( 3 5 ) f e e t t o a s t a k e , t h e n c e 3 3 3 0 0 0 t . t w o b o r d r e d t h i r t y - t h r e e s 1 % - t e n t b s ( 2 3 5 . 0 ) f r , : t t h e p o i o t o f b e : 1 p o i n t , o n * t e l t p r o p e r t y i s l o c a t e d o n t h e o o r t h e r n p o r t o r s a i d l o t n p O m p i n G s t e t i o n w h i e b w a s r o r m e " l y a r r I r t . - r t h e w e t e r 3 8 0 1 . 1 ( 8 s : , s t m o r 1 . ; : e e o r t 5 c r e v e n . t e s t : r v a t i o n , n 1 1 o ' w i t i o d t i r ' . o n o n ' n m a r n n d e A . . , r v i s , C o r n - t t i o c c r , d a t c l L e r c h 1 9 , 1 9 4 6 , r e c o r d e d I n t h e o r r i c e o r t h e u l e r k , r t h e ' a n t - t e a : 1 , r C o u r t o r s n i d e n i t i n P l o t o n c a r d " 2 1 1 , a t : p 9 8 5 b u , t h e t o r t I : n h e r e b y n o n v e y e d P c i 1 ! ; w o r t h e r l y s e v e n t y ( 7 0 ) f u e l O r s a i d p r i v e r t y , i t L e i n : O t e i n t e n t i o n t o c o n v e j o n c a a e r t e o t o r c l i b t - o r - w a y O v e r [ b e s o u l : h u r l ' , o o r t i n : t o l e t " n r l i r e 1 0 n 1 0 , w a t e r v a l v e s , r i p e s a n d a n y o h l o : r t w o o c r t y 4 . . 1 6 . 1 w a s n 1 1 ' L o f t h e s a i d u - t e r t e t h e r l o w 1 7 1 : c i n e t r t , e 1 1 1 1 s t �%n e l i e d 1 2 s t r e e t s , r i . , b L a e r o r c l . s e - w : w r e l o r o t t d , i t b o l o , L b c ' , X ! . : O f e O f s a i d , : 0 3 . 1 1 ( 1 3 ' b e v e t o 1 . 0 ! . t h e c o t i r c v : s t e m t i C t h e ' . : o l t e d S t a t e r " . : o v e r t i e e n t r o r t I t c N 3 . , e r e v e n . 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' Attest: Seers, tar)* ,w.odkwahaiwilwzgOMalb-A44 STRUCTURAL ANALYSIS REPORT WATER TANK s TEEK ENGINEERING Prepared For: PM &A 30 Mansell Court, Suite 103 Roswell, GA 30076 at &t AT &T Site Number: 410 -013 AT &T Site Name: TYBEE ISLAND 111 Butler Avenue, Tybee Island, GA 31328 Destek Job No: 010010233 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 e) May 15, 2013 Tybee Island [410 -013] — Structural Analysis CONTENTS 1.0— SUBJECT AND REFERENCES 2.0 — PROPOSED ADDITION 3.0 - CODES AND LOADING 4.0 - STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES 5.0 - ANALYSIS AND ASSUMPTIONS 6.0 — RESULTS AND CONCLUSION APPENDICES A —CALCULATIONS Page 1 0 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410- 0131— Structural Analysis 1.0 SUBJECT AND REFERENCES The purpose of this analysis is to evaluate the structural capacity of the wireless telecommunication installation on the existing water tank, located at 111 Butler Avenue, Tybee Island, GA 31328, for the additions and alterations proposed by AT &T. Structural Analysis is based on the following information provided to Destek Engineering, LLC (Destek): • Tower Mapping Report prepared by Tower Engineering Professionals, dated 09/19/2012. • Structural Evaluation Report prepared by AW Solutions Inc., dated 09/24/2012. • Structural Analysis Report prepared by AW Solutions Inc., dated 11/06/2012. • Existing and proposed antennas information provided by AT &T. 1.1 STRUCTURE The structure is a 151 foot tall pedisphere water tank. The water tank capacity is 150,000 Gallons as reported on the tank ID tag and the measured diameter of the tank is reported as 34.5 feet. AT &T antennas are attached to a corral structure at the top of the tank, formed by 4' -8" tall 42.5 standard vertical pipes and L3x3x5/16 angles. Each pipe is braced with L2.5x2.5x1/4 angle kickers. 2.0 PROPOSED ADDITION Proposed changes are tabulated below: Existing Configuration of AT &T Appurtenances: Rad Center (ft.) Antennas & Equipment Mounts 154 (3) Kathrein 80010764 (3) Kathrein 742215 (1) Raycap DC6 (3) RRUs 11 (3) Andrew ETM190G -12UB (6) Corral pipe mounts Page 11 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis Proposed and Final Configuration of AT &T Appurtenances: Rad Center (ft.) Antennas & Equipment Mounts 154 (3) Kathrein 80010764 (3) Kathrein 742236* (2) Raycap DC6* (2) Raycap DC2* (6) RRUs 11* (3) Andrew ETM190G -12UB (6) Corral pipe mount *Mount pipes for new antennas and equipment should be removed and replaced with (3) 8' long 2.5 Std. pipes. Appurtenances by others: Carrier Rad Center (ft.) Antennas & Equipment Mounts Sprint 154 (3) Andrew — TMBXX- 6517 -R2M (2) Lucent TMA - E15508P78 -05 (3) Corral pipe mount Unknown 154 20' Dipole (1) Corral pipe mount 3.0 CODES AND LOADING The analysis is in accordance with: • 2006 International Building Code • ASCE 7 -05, Minimum Design Loads for Buildings and Other Structures • AISC, Manual of Steel Construction, ASD 13th Edition. The following loading parameters were used: • Basic wind speed, V =130 mph, Exposure C • 1 =1.15 for Wind Loads Page 1 2 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis 4.0 STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES The analysis is based on the information provided to Destek and is assumed to be current and correct. Unless otherwise noted, the structure and the foundation system are assumed to be in good condition, free of defects and can achieve theoretical strength. It is assumed that the structure has been maintained and shall be maintained during its service. The superstructure and the foundation system are assumed to be designed with proper engineering practice and fabricated, constructed and erected in accordance with the design documents. Destek will accept no liability which may arise due to any existing deficiency in design, material, fabrication, erection, construction, etc. or lack of maintenance. The analysis results presented in this report are only applicable for the previously mentioned existing and proposed additions and alterations. Any deviation of the proposed equipment and placement, etc., will require Destek to generate an additional structural analysis. 5.0 ANALYSIS and ASSUMPTIONS The structure is considered to have adequate strength for the proposed loading, if the existing structural members which will be used to support the proposed equipment are structurally adequate per the current code criteria or the additions or alterations to the existing structure do not increase the force in any structural element by more than 5 %. Page 1 3 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 Tybee Island [410 -013] — Structural Analysis 6.0 RESULTS AND CONCLUSION Water Tank: Using a load comparison analysis using AW Solutions Inc,'s Finite Element Analysis Report dated 11/06/12, the tank is found to have adequate capacity for the proposed additions by AT &T. As a maximum, the tank shaft will be stressed to 83% of capacity. We recommend maintaining a minimum of 20000 gallons of water at all times. Antenna Mount Corral: The existing antenna mount corral on top of the water tank is found to have adequate capacity for the proposed changes. The mounting pipes will be stressed to 97% of capacity as a maximum. Before installation, the existing mount pipes at the proposed antenna locations should be replaced with minimum 2.5 inches Standard pipes. Therefore, the alterations proposed by AT &T can be implemented as intended with the conditions and recommendations outlined in this report. Should you need any clarifications or have any questions about this report, please contact me at (770) 693 -0835. Sincerely, Destek Engineering, LLC 05 -15 -2013 Ahmet Colakoglu, PE Georgia Professional Engineer License No: 33872 Page 14 DESTEK ENGINEERING, LLC 5150 Stilesboro Road, Ste 510, Kennesaw, GA 30152 -Tel: (770) 693 -0835 APPENDIX A CALCULATIONS Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS TEE K ENGINEERfl G Structural Analysis of Existing Water Tank: 111 ButlerAvenue, Tybee Island, GA, 31328 Standards: ASCE 7 -05 Minimum Design Loads for Buildings & Other Structures IBC 2006 SVxiW1124 4 TIE 24154 LR X.90F.'t MTAi!} 4C1,4114E TRC.Z47 MIRA TOME Vtg4VINA, PISLIVS IN` 40,f05, 4 TR`7C5lID xT4T 1'"- -R xTFT lal MAK C4 MEP 0444244 Al MK. 4411411.614.112.4. RR aim rOnr 16` RE [AVM ICS }}g H114 Clans, fury Ctr$ 9E POE ( QE WE. 19.F0 L. AT F<ewd4414 CK V4, C400.41.4 1174 Net OAS MARV%MAW* TW744 Ti YSVYCIT PAD TO 44443441V IM Prepared By: Destek Engineering, LLC 1 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Wales Tank and TopOfTank := 154ft To Be Removed Antenna 1 is a Kathrein 742215 (1 per sector, 3 sectors) TBRAntennalH := 51.7in TBRAntenna l w := 6.1 in TBRAntennalD := 2.8in TBRAntennalWeight 0.0237kip NumberOfTBRAntennal := 3 Proposed RRU 1 is a Ericsson RRU11. (1 per sector, 3 sectors) PropRRU1H := 17in PropRRU1W := 7.2in PropRRU1D := 17in PropRRUlweight 0.055kip NumberOfPropRRUI := 3 Proposed Equip 2 is a Raycap DC6 (1 pet sector, 1 sectors) PropEquip2H := 24in PropEquip2W := 10in PropEquip2D := 10in PropEquip2Weight 0.016kip NumberOfPropEquip2 := 1 Proposed Antenna 1 is an Kathrein 742236 (1 per sector, 3 sectors) PropAntennalH := 51.9in PropAntennalw := 12.7in PropAntennalD := 2.8in PropAntennalweight := 0.0375kip NumberOfPropAntennal := 3 Proposed Equip 1 is a Raycap DC2 (1 per sector, 2 sectors) PropEquip1H := 10.25in PropEquiplW := 10.38in PropEquiplD := 6.29in PropEquipl weight 0.016kip NumberOfPropEquipl := 2 Proposed Fiber and Power Cables (Estimated) Cable1H := TopOfTank Cablelw := 1.625in CablelD := 1.625in Cablel Weight 0.001 kip •CablelH NumberOfCablel := 0 Cables run along inside of tank Prepared By: Destek Engineering, LLC 2 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM FTBRantennas AnetTBRantenna 1 ' Cf' qz' G. KZ Kd = 0.512 • kip Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS 1. Wind Load (reference ASCE 7 -05 section 6.5.15) Input: Location: Classification: Exposure category: zg := 900 a.:= 9.5 Tybee Island, GA IV Exp := C (Conservative) ASCE 7 Reference table 1 -1 pg 3 section 6.5.6.2 pg. 25 Exposure C used due to openings larger than 600 ft, in 3200 ft surrounding. From Table 6 -2 TopOfTank z:= — 154 lft Velocity pressure exposure coefficient: Topographic factor: Wind directional factor: Basic wind speed: 2 \a Kz := 2.01 • z = 1.386 zg) Kzt := 1.0 Kd := 0.95 V := 130 mph Importance I := 1.15 factor: Velocity Pressure: qz := 0.00256. Kit. V2• I• psf qz = 49.75 psf Calculate Wind Forces on Antennas To -Be- Removed G := 0.85 Cf := 1.4 Antennas To Be Removed: AnetTBRantennal Gust effect factor: Force coefficient: Area: Height of proposed appurtenances AGL table 6 -3 pg 79 section 6.5.7.2 pg. 26. Does not meet all the conditions specified in Section 6.5.7.1 table 6 -4 pg. 80. Round Tank figure 6 -1B pg. 35. Chatham County table 6 -1 pg 77 equation (6 -15), pg 27 section 6.5.8.1 pg 26 figure 6 -21 pg. 74 := max ( TBRAntennalw, TBRAntennalD)' TBRAntennalj •NumberOfTBRAntennal = 6.57 ft 2 Wind Load: TopOfTank z lft 2 Kz := 2.01' = 1.386 zg} Prepared By: Destek Engineering, LLC 3 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Fpropantennas Anetpropantennal • Cf qZ G. KZ Kd = 1.071-kip Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS E TEK ENGINEERING' Calculate Wind Forces on Proposed Antennas Proposed Gust effect factor: G := 0.85 section 6.5.8.1 pg 26 Antennas: Force coefficient: Cf := 1.4 figure 6 -21 pg. 74 Area: := max(PropAntennalw ,PropAntennalD)•PropAntennalH NumberOfPropAntennal = 13.732 Anetpropantennal Wind Load: Calculate Wind Forces on Proposed RRU's Proposed Gust effect factor: RRUs: Force coefficient: Area: AnetpropRRU l Wind Load: TopOfTank z :- lft 2 KZ := 2.01 • ? = 1.386 zg/ G := 0.85 Cf := 2.0 section 6.5.8.1 pg 26 figure 6 -21 pg. 74 max(PropRRUlW ,PropRRU1D)•PropRRU1H NumberOfPropRRUl = 6.021 ft2 TopOffank z :- lft 2 \O KZ := 2.01 • z = 1.386 zg/ FpropRRUs := AnetpropRRU1' Cf. qz. G• KZ Kd = 0.671-kip Prepared By: Destek Engineering, LLC 4of9 Project #: 010010233 Date: 5/15/2013 3:13 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS ES TEK Calculate Wind Forces on Proposed Equipment Proposed Equipment: Area: Gust effect factor: Force coefficient: G := 0.85 Cf := 2.0 section 6.5.8.1 pg 26 figure 6 -21 pg. 74 Anetpropequipl max (PropEquiplW ,PropEquip1D).PropEquip1H NumberOfPropEquip1 = 1.478ft2 Anetpropequipl := max(PropEquip2W, PropEquip2D). PropEquip2g• NumberOfPropEquip2 = 1.667 ft2 TopOfTank z lft Wind Load: 2 z cx Kz := 2.01 • — = 1.386 zg FpropEquip = Anetpropequipl' Cf. ciz' G• K2 Kd ... = 0.35. kip + Anetpropequip2' Cf' qz' G• KZ Kd Prepared By: Destek Engineering, LLC 5 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Fwind Fpropantennas + FpropRRUs + FpropEquip — FTBRantennas = 1.579 • kip Mwind = (Fpropantennas + FpropRRUs + FpropEquip — FTBRantennas).TopOfTank = 243- kip. ft MExisting := 8798kip• ft — 2.764•% Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS D LOADS 4. Compare Proposed Equipment Loads with Existing Tank +Existing Equipment Compare the existing tank's wind load to the proposed tank's wind load Mwind MExisting From AW Solutions Inc. report dated 09/24/2012 Proposed equipment changes result in a 2.764% increase in moment at the base of the tank. StressMax := 81% of capacity at the shaft elevations 18' -26'. From AW Solutions Inc. report dated 11/06/2012 Mwind + MExisting NewStressiMax := StressMax• — 83.239.% "1Existin L Prepared By: Destek Engineering, LLC 6 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS Mount Loads - Used in Corra l ISA oriel Proposed AT&T Mount Loads 2 TopOfTank — z := ( cx z J lft K 2.01• zl = 1.386 ApropATTant max (PropAntennalw ,PropAntennalD)•PropAntennalH = 4.577 ft2 Cf := 1.4 FpropATTant APropATTant• Cf. qz• G• Kz Kd = 0.357 kip WeightpropATTant := 0.0375kip ApropATTrru max (PropRRUlw ,PropRRU1D)•PropRRU1H = 2.007 ft2 Cf := 2.0 FpropATTrru ApropATTrru. Cf. qz• G• KZ Kd = 0.224• kip WeightpropATTrru 0.050kip ApropATTdc2 max (PropEquip l W , PropEquip 1 D) • PropEquip 1 H = 0.739 ft2 FpropATTdc2 ApropATTdc2' Cf. qz• G. KZ Kd = 0.082 kip WeightpropATTdc2 0.016kip ApropATTdc6 max(PropEquip2w, PropEquip2D)• PropEquip2H = 1.667 ft2 FpropATTdc6 ApropATTdc6* Cf' qz' G• KZ Kd = 0.186 • kip WeightpropATTdc6 0.032kip FpropATTant + FpropATTrru + FpropATTdc2 PropMountl :_ — 331.328 lbf 2 WeightpropATTant + WeightpropATTrru + WeightpropATTdc2 PropMountl weight 2 PropMount2 FpropATTant + FpropATTrru + FpropATTdc6 2 WeightpropATTant + WeightpropATTrru + WeightpropATTdc6 PropMount2weight 2 — 382.9941bf — 51.75 • lbf — 59.75 lbf Prepared By: Destek Engineering, LLC 7 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Existing AT &T Mount Loads Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS ES TEK ENQmiERIK4 HexistATTant = 12in WexistATTant := 72in WeightexistATTant 0.030kip Cf := 1.4 FexistATTant HexistATTant' WexistATTant' Cf• qz' G. KZ Kd = 0.468 • kip HexistATTtma 10in WexistATTtma := 8in WeightexistATTtma 0.011kip Cf := 2 FexistATTtma HexistATTtma' WexistATTtma' Cf• qz' G. KZ Kd = 0.062 kip HexistATTrru 16in i WexistATTrru 7n WeightexistATTrru 0.030kip Cf := 2 FexistATTrru HexistATTrru' WexistATTrru' Cf' qz' G• KZ Kd = 0.087• kip FexistATTant + FexistATTrru + FexistATTtma ExistATTMountl :_ — 308.131-lbf 2 WeightexistATTant + Wei ghtexistATTrru + WeightexistATTtma ExistATTMountl weight 2 — 35.5 Ibf Existing Sprint Mount Loads HexistSprintant := 84in 2 WexistSprintant := 1, 0.0644kip Cf := 1.4 in FexistSprintant HexistSprintant' WexistSprintant' Cf' qz' G. KZ Kd = 545.725 lbf HexistSprinttma 101n i WexistSprinttma 8n WeightexistSprinttma := 0.011kip Cf := 2 (Esti mated) FexistSprinttma := HexistSprinttma' WexistSprinttma' ExistSprintMountl CfgZG•KZKd= 61.874lbf FexistSprintant + FexistSprinttma ExistSprintMountl weight 2 — 303.799• lbf 2 WeightexistSprintant + WeightexistSprinttma Existing Unknown Mount, Loads Wunknown := 2in Cf := 1.2 Funknown := Wunknown' Cf. qz' G• Kz Kd = 11.137 • plf — 37.7•lbf Prepared By: Destek Engineering, LLC 8 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM F3x3x5 := W3x3x5' Cf' qz' G• KzKd = 27.843 • plf F2.5x2.5x4 W2.5x2.5x4' Cf. qz' G• Kz Kd = 23.203 • plf Fpipe2.5 Wpipe2.5'Cf -qZ G -KzKd = 16.149- pif Fpipe2 = Wpipe2' Cf. qz. G. Kz Kd = 13.225- plf Fpipel.5 = Wpipel.5'Cf.gz.G•KzKd = 10.58•plf FpL := WpL• Cf* gz'G•KzKd = 37.124•plf Client: PM &A Site ID: Tybee Island [410 -013] CALCULATIONS W3x3x5 3in Cf := 2 W2.5x2.5x4 := 2.5in Cf := 2 Wpipe2.5 2.9in Cf := 1.2 Wpipe2 := 2.375in Cf := 1.2 Wpipel.5 1.9in Cf := 1.2 WpL := 4in Cf := 2 Prepared By: Destek Engineering, LLC 9 of 9 Project #: 010010233 Date: 5/15/2013 3:13 PM Solution: Envelope Destek Engineering, LLC 010010233 Tybee Island Water Tank Corral Structural Model May 14, 2013 at 9:57 AM Tybee Island Corral.r3d .0� 0�7 N co Cads Chock No I 0 0 -1 0 .70-90 .50-15 0,50 Member Code Checks Displayed Solution: Envelope Destek Engineering, LLC 010010233 Tybee Island Water Tank Corral Code Check May 14, 2013 at 9:58 AM Tybee Island Corral.r3d Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Basic Load Cases BLC Description eoory X GravitvY GravitvZ Gravity Joint Point Distribu.. Area(M...Surfac 1 DEAD LOAD None Reaction Reaction -1 18 2 N13 2 DEAD LOAD ICE None Reaction Reaction Reaction M2 3 N24 Reaction Reaction 3 WIND LOAD (NO ICE) FRONT None Reaction 4 18 Reaction 56 Reaction 3 4 WIND LOAD (NO ICE) SIDE None 5 N35 Reaction 18 Reaction 56 Reaction Reaction 5 WIND LOAD (ICE) FRONT None Reaction Reaction Reaction L3X3X5 71.992 7 6 WIND LOAD (ICE) SIDE None Reaction Reaction Reaction Reaction 8 N47 Reaction 7 LIVE LOAD None 9 N57 Reaction Reaction Reaction Joint Boundary Conditions Joint Label X Ik/in Y fk/in Z fk/in X Rot.lk- ft/radl Y Rot.lk- ft/radl Z Rot.lk- ft/rad Footin 1 N1 Reaction Reaction Reaction 2 N13 Reaction Reaction Reaction Reaction Reaction Reaction M2 3 N24 Reaction Reaction Reaction Reaction Reaction Reaction 4 N25 Reaction Reaction Reaction 3 M3 L3X3X5 71.992 5 N35 Reaction Reaction Reaction Reaction Reaction Reaction 6 N36 Reaction Reaction Reaction L3X3X5 71.992 7 N46 Reaction Reaction Reaction Reaction Reaction Reaction 8 N47 Reaction Reaction Reaction 9 N57 Reaction Reaction Reaction Reaction Reaction Reaction 6 10 N58 Reaction Reaction Reaction 11 N68 Reaction Reaction Reaction Reaction Reaction Reaction PIPE_2.5 12 N69 Reaction Reaction Reaction 13 N79 Reaction Reaction Reaction Reaction Reaction Reaction 14 N80 Reaction Reaction Reaction 15 N90 Reaction Reaction Reaction Reaction Reaction Reaction 16 N7 Reaction Reaction Reaction Lateral Hot Rolled Steel Design Parameters Lenath.. Lbyy[inl Lbzz[inl Lcomo to...Lcomo b... Kw Kzz Cm -vv Cm -zz Cb v swayz sway Function 1 M1 PIPE_2.5 56 Lateral 2 M2 L3X3X5 71.992 Lateral 3 M3 L3X3X5 71.992 Lateral 4 M4 L3X3X5 71.992 Lateral 5 M5 PL 4x3/8 71.992 Lateral 6 M6 L2.5X2.5... 40.5 Lateral 7 M7 PIPE_2.5 56 Lateral 8 M8 L3X3X5 71.992 Lateral 9 M9 L3X3X5 71.992 Lateral 10 M10 L3X3X5 71.992 Lateral 11 M11 PL 4x3/8 71.992 Lateral 12 M12 L2.5X2.5... 40.5 Lateral 13 M13 PIPE_2.5 56 Lateral 14 M14 L3X3X5 71.992 Lateral 15 M15 L3X3X5 71.992 Lateral 16 M16 L3X3X5 71.992 Lateral 17 M17 PL 4x3/8 71.992 Lateral 18 M18 L2.5X2.5... 40.5 Lateral 19 M19 PIPE_2.5 56 Lateral 20 M20 L3X3X5 71.992 Lateral 21 M21 L3X3X5 71.992 Lateral 22 M22 L3X3X5 71.992 Lateral 23 M23 PL 4x3/8 71.992 Lateral 24 M24 L2.5X2.5... 40.5 Lateral 25 M25 PIPE_2.5 56 Lateral RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 1 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Hot Rolled Steel Design Parameters (Continued) b... Kw Kzz Cm -vv Cm -zz Cb v swavz sway Function 26 M26 L3X3X5 71.992 16•••• 1 .015 16.... 1 22.8...27.9...30.7...30.7...1 Lateral 27 M27 L3X3X5 71.992 L3X3X5 .093 0 ` 7 .131 71.... z 7 13.0... 28.7... - Co... Lateral 28 M28 L3X3X5 71.992 3 M3 L3X3X5 .009 71.... 2 .010 71.... v y 6 713.0.,.28.7...' 13.0...28.7... Lateral 29 M29 PL 4x3/8 71.992 H1 -1 H1 -1 4 M4 L3X3X5 .024 35 -.. 1 .077 35.... 5 M5 Lateral 30 M30 L2.5X2.5... 40.5 z 1 .45 28.7... 35.9... 31.6... 1 1 1 H1 -3 6 Lateral 31 M31 PIPE 2.51 56 .004 0 z 6 19.8...28.7:.. -Co... H1 -1 Lateral 32 M32 L3X3X5 71.992 Lateral 33 M33 L3X3X5 71.992 Lateral 34 M34 L3X3X5 71.992 Lateral 35 M35 PL 4x3/8 71.992 Lateral 36 M36 L2.5X2.5... 40.5 Lateral 37 M37 PIPE_2.5 56 Lateral 38 M38 L3X3X5 71.992 Lateral 39 M39 L3X3X5 71.992 Lateral 40 M40 L3X3X5 71.992 Lateral 41 M41 PL 4x3/8 71.992 Lateral 42 M42 L2.5X2.5... 40.5 Lateral 43 M43 PIPE_2.5 56 Lateral 44 M44 L3X3X5 71.992 Lateral 45 M45 L3X3X5 71.992 Lateral 46 M46 L3X3X5 71.992 Lateral 47 M47 PL 4x3/8 71.992 Lateral 48 M48 L2.5X2.5... 40.5 Lateral 49 M49 SR 2 3 Lateral 50 M50 SR 2 3 Lateral 51 M51 PIPE_2.0 -2 96 Lateral 52 M52 SR 3 Lateral 53 M53 SR 2 3 Lateral 54 M54 PIPE_2.5 -2 96 Lateral 55 M55 SR 3 Lateral 56 M56 SR 2 3 Lateral 57 M57 PIPE_2.0 -2 96 Lateral 58 M58 SR 3 Lateral 59 M59 SR 2 3 Lateral 60 M60 PIPE 2.0 96 Lateral 61 M61 SR 2 3 Lateral 62 M62 SR 2 3 Lateral 63 M63 PIPE_2.5 -2 96 Lateral 64 M64 SR 3 Lateral 65 M65 SR 2 3 Lateral 66 M66 PIPE_2.0 96 Lateral 67 M67 SR 2 3 Lateral 68 M68 SR 2 3 Lateral 69 M69 SR 2 240 Lateral 70 M70 SR 2 3 Lateral 71 M71 SR 2 3 Lateral 72 M72 PIPE_2.5 96 Lateral Envelope AISC ASD Steel Code Checks 1 M1 PIPE_. 108 16•••• 1 .015 16.... 1 22.8...27.9...30.7...30.7...1 .85 ,6 H1 -2 2 M2 L3X3X5 .093 0 ` 7 .131 71.... z 7 13.0... 28.7... - Co... H1 -1 3 M3 L3X3X5 .009 71.... 2 .010 71.... v y 6 713.0.,.28.7...' 13.0...28.7... -Co... -Co... H1 -1 H1 -1 4 M4 L3X3X5 .024 35 -.. 1 .077 35.... 5 M5 PL 4x... .586 33.... 7 .012 0 z 1 .45 28.7... 35.9... 31.6... 1 1 1 H1 -3 6 M6 L2.5X... .119 40.5 2 .004 0 z 6 19.8...28.7:.. -Co... H1 -1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 2 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope AISC ASD Steel Code Checks (Continued) RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 3 Memb.. Shape Code Check Loc.. LC Shea..Loc ..... ... Fa [k..Ft jksi] Fb y -...Fb 30.7... z- ...... 30.7... 1 C... .85 C... .6 ASD .. H1 -2 7 M7 PIPE_.. .126 16.... 1 .016 16.... 1 22.8... 27.9... g M8 L3X3X5 ,064 0 7 .013 0 z 6 13.0... 28.7... - Co... H1 -1 9 Mg L3X3X5 .021 71.... 2 .012 0 z 6 13.0...28.7... -Co... H1 -1 10 M10 L3X3X5 .009 0 7 .015 71.... z 1 13.0...28.7... -Co... H1 -1 11 Mil PL 4x... .560 38.... 1 .020 71.... z 6 .45 28.7... 35.9... 31.6...1 1 1 H1-3 12 M12 L2.5X... .090 40.5 2 .003 0 y 7 19.8... 28.7... - Co... H1-1 13 M13 PIPE_.. .313 40.... 7 .049 40.... 2 22.8... 27.9... 30.7... 30.7... 1 .6 .85 H1 -2 14 M14 L3X3X5 .068 35.... 1 :146 35.... y 1 13.0... 28.7... - Co... H1-1 15 M15 L3X3X5 .009 0 7 .015 71.... z 6 13.0...28.7... -Co... H1 -1 16 M16 L3X3X5 .017 35.... 7 ' .074 35.... y 6 13.0... 28.7... - Co... H1 -1 17 M17 PL 4x... .530 33.... 1 .016 0 z 1 .45 28.7... 35.9... 31.6... 1 1 1 H1-3 18 M18 L2.5X... .148 40.5 40.... 6 1 1.705 .025 0 28.... y 2 1 19.8... 22.8... 28.7... 27.9... - Co... 30.7... 30.7... 1 .85 .6 H1-1 H1 -2 19 M19 PIPE_. .203 20 M20 L3X3X5 .074 71.... 71.... 2 6 .009 .009 71.... 71.... y v 1 1 13.0... 13.0...28.7... 28.7... - Co... -Co... H1 -1 H1 -1 21 M21 L3X3X5 .010 22 M22 L3X3X5 .005 71.... 6 .011 71.... y 1 13.0... 28.7... - Co... H1 -1 23 M23 PL4x... .567 38.... 2 .016 71.... z 6 .45 28.7... 35.9... 31.6... 1 1 1 H1 -3 24 M24 L2.5X... .106 40.5 6 .003 40.5 y 2 19.8... 28.7... - Co... H1 -1 25 M25 PIPE_. .315 40.... 1 .055 40.... 6 22.8... 27.9.. 30.7... 30.7... 1 .85 .6 H1 -2 26 M26 L3X3X5 .082 0 0 2 1 .121 .011 35.... 0 y v 2 6 13.0... 13.0... 28.7... 28.7... - Co... - Co... H1-1 H1 -1 27 M27 L3X3X5 .014 28 M28 L3X3X5 .018 0 1 .058 35.... y 7 13.0... 28.7... - Co... H1-1 29 M29 PL4x... .548 33.... 2 .013 71.... z 1 .45 28.7... 35.9... 31.6... 1 1 1 H1 -3 30 M30 L2.5X... .162 40.5 7 1.705 0 z 1 19.8... 28.7... - Co... H1 -1 31 M31 PIPE_.. .206 40.... 2 .028 28.... 6 22.8... 27.9... 30.7... 30.7... 1 .6 .85 H1 -2 32 M32 L3X3X5 .069 71.... 6 .014 0 z 1 13.0... 28.7... - Co... H1-1 33 M33 L3X3X5 .014 71.... 7 .013 71.... z 1 13.0... 28.7... - Co... H1 -1 34 M34 L3X3X5 009 71.... 7 .014 0 z 1113.0... 28.7... - Co... H1-1 35 M35 PL4x... .598 38.... 6 .019 0 z 6 .45 28.7... 35.9... 31.6... 1 1 1 H1 -3 36 M36 L2.5X... .113 40.5 7 .003 40.5 y 2 19.8... 28.7... - Co... H1 -1 37 M37 PIPE_. .327 40.... 2 .051 40.... 7 22.8... 27.9... 30.7... 30.7... 1 .6 .85 H1 -2 38 M38 L3X3X5 .084 0 - 6 .100 71.... z 6 13.0_28.7_ - Co ... H1 -1 39 M39 L3X3X5 .011 71.... 1 .014 0 z 6 13.0... 28.7... - Co... H1 -1 40 M40 L3X3X5 .015 0 2 .032 35.... y 1 13.0... 28.7... - Co... H1 -1 41 M41 PL4x... .766 32.... 6 .017 71.... z 1 .45 28.7...35.9...31.6... 1 1 1 H1 -1 42 M42 L2.5X... .162 40.5 1 1.838 0 y 2 19.8... 28.7... - Co... H1 -1 43 M43 PIPE_.. .239 40.... 6 .040 40.... 6 22.8... 27.9... 30.7... 30.7... 1 .85 .6 H1 -2 44 M44 L3X3X5 .089 71.... 7 .010 71.... z 2 13.0.._ 28.7_.. - Co... H1 -1 45 M45 L3X3X5 .017 0 2 .009 71.... y 1 13.0... 28.7... - Co... H1-1 46 M46 L3X3X5 .013 71.... 1 .011 71.... y 6 13:0... 28.7... - Co... H1 -1 47 M47 PL4x... .759 38.... 7 .015 71.... z 6 .45 28.7... 35.9... 31.6... 1 1 1 H1 -1 48 M48 L2.5X... .110 40.5 2 1.206 0 y 7 19:8...28.7... - Co... H1-1 49 M49 SR 2 .342 0 7 .245 3 1 28.4... 28.7... 35.9... 35.9... .85 .4... H1 -2 50 M50 SR 2 182 0 2 .152 3 6 28.4... 28.7... 35.9... 35.9.......85 .4... H2 -1 51 M51 PIPE_.. .967 36 2 .040 36 7 13.4... 27.9... 30.7... 30.7... 1 .6 .85 H1 -1 52 M52 SR 2 .458 0 1 .259 3 7 28.4... 28.7... 35.9... 35.9... .85 .2 H1 -2 53 M53 SR 2 .240 0 6 .128 3 _ 2 28.4... 28.7... 35.9... 35.9... ... .85 2 H1 -2 54 M54 PIPE_.. .768 36 6 .051 36 2 16.9... 27.9... 30.7... 30.7 .. 1 .85 .6 H1 -2 55 M55 SR 2 .241 0 2 .195 3 2 28.4... 28.7... 35.9... 35.9... .85 .6... H1 -2 56 M56 SR 2 130 0 6 121 3 7 28.4... 28.7... 35.9... 35.9... .85 .5... H2 -1 57 M57 PIPE_. .894 36 7 .042 36 1 13.4... 27.9... 30.7... 30.7... 1 .6 .85 H1 -1 58 M58 SR 2 .339 0 6' .241 3 2 28.4.,. 28.7... 35.9... 35.9... ... .85 .4... H1 -2 59 M59 SR 2 .187 0 1 .110 3 7 28.4... 28.7... 35.9... 35.9... ... .85 .4... H2 -1 60 M60 PIPE_.. .865 36 1 .042 36 7 13.4... 27.9... 30.7... 30.7... 1 .85 .6 H1 -2 61 M61 SR 2 .063 3 6 .544 0 6 28.4... 28.7... 35.9... 35.9... .85 .8... H2 -1 62 M62 SR 2 .117 0 136 6 2 .192 .078 0 36 1 28.4... 6 16.9... 28.7... 27.9... 35.9... 35.9.... 30.7... 30.7... 1 .85 .6 .7... H1 -2 .85 H2 -1 63 M63 PIPE_.. .734 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 3 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope AISC ASD Steel Code Checks (Continued) Shape Code Check Loc.. LC Shea..Loc..... ... Fa fk..FtJksil Fb v -...Fb z- ...... C... C... ASD ... 64 M64 SR 2 .087 0 6 .352 0 N2 7 28.4...28.7... 3 35.9... 35.9.......85,5... 3 N3 0 H2 -1' 65 M65 SR 2 .069 0 7 .263 0 0 0 1 28.4... 28.7... 35.9... 35.9... ... .85 .7... H1 -2 66 M66 PIPE_.. .941 36 6 .085 36 N8 6 13.4...27.9...30.7...30:7... 3 0 1 .85 .6 H2 -1 67 M67 SR 2 .102 0 1 .045 0 0 1 28.4... 28.7... 35.9... 35.9...... 40.5 .85 .4... H2 -1 68 M68 SR 2 .080 0 1 .307 0 0 6 28.4... 28.7... 35.9...35.9.......85 14 N20 - 94.0625 .4... H1 -2 69 M69 SR 2 .819 35 2 .056 35 1 .864 27.9... 34.9...34.9... 29 1 .6 .85 H1 -1 70 M70 SR 2 .082 0 2 .418 0 44.193396 1 28.4... 28.7.., 35.9... 35.9.......85.2... - 94.0625 -0. 0 H2 -1 71 M71 SR 2 .102 0 1 .237 0 21 6 28.4... 28.7... 35.9... 35.9... ... .85 .7... H1 -2 72 M72 PIPE__.. .884 36 1 .106 36 29 2 16.9... 27.9... 30.7... 30.7...1 - 66.512232 .85 .6 H2 -1 Joint Coordinates and Temperatures Y in Z[in Temp EF] Detach From Di... 1 N1 0 94.0625 0 0 2 N2 0 94.0625 3 0 3 N3 0 94.0625 16.5 0 4 N4 N5 0 0 94.0625 94.0625 29 40.5 0 0 5 6 N6 0 94.0625 56 0 7 N7 - 66.512232 66.512232 0 0 8 N8 - 66.512232 66.512232 3 0 9 N9 - 66.512232 66.512232 16.5 0 10 N10 - 66.512232 66.512232 29 0 11 N11 - 66.512232 66.512232 40.5 0 12 N12 - 66.512232 66.512232 56 0 13 N13 0 62.4989 15.123 0 14 N20 - 94.0625 -0. 3 0 15 N21 - 94.0625 -0. 16.5 0 16 N22 - 94.0625 -0. 29 0 17 N23 - 94.0625 -0. 40.5 0 18 N24 - 44.193396 44.193396 15.123 0 19 N25 - 94.0625 -0. 0 0 20 N30 - 94.0625 -0. 56 0 21 N31 - 66.512232 - 66.512232 3 0 22 N32 - 66.512232 - 66.512232 16.5 0 23 N33 - 66.512232 - 66.512232 29 0 24 N34 - 66.512232 - 66.512232 40.5 0 25 N35 - 62.4989 -0. 15.123 0 26 N36 - 66.512232 - 66.512232 0 0 27 N41 - 66.512232 - 66.512232 56 0 28 N42 0. - 94.0625 3 0 29 N43 0. - 94.0625 16.5 0 30 N44 0. - 94.0625 29 0 31 N45 0. - 94.0625 40.5 0 32 N46 - 44.193396 - 44.193396 15.123 0 33 N47 0. - 94.0625 0 0 34 N52 0. - 94.0625 56 0 35 N53 66.512232 - 66.512232 3 0 36 N54 66.512232 - 66.512232 16.5 0 37 N55 66.512232 - 66.512232 29 0 38 N56 66.512232 - 66.512232 40.5 0 39 N57 0. - 62.4989 15.123 0 40 N58 66.512232 - 66.512232 0 0 41 N63 66.512232 - 66.512232 56 0 42 N64 94.0625 0. 3 0 43 N65 94.0625 0. 16.5 0 44 N66 94.0625 ` 0. 29 0 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 4 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Joint Coordinates and Temperatures (Continued) Label X [i Y in Zin Temp IF Detach From Di... 45 N67 94.0625 0. 40.5 0 46 N68 44.193396 - 44.193396 15.123 0 47 N69 94.0625 0. 0 0 48 N74 94.0625 0. 56 0 49 N75 66.512232 66.512232 3 0 50 N76 66.512232 66.512232 16.5 0 51 N77 66.512232 66.512232 29 0 52 N78 66.512232 66.512232 40.5 0 53 N79 62.4989 0. 15.123 0 54 N80 66.512232 66.512232 0 0 55 N85 66.512232 66.512232 56 0 56 N90 44.193396 44.193396 15.123 0 57 N57A 0. - 97.0625 16.5 0 58 N58A 0. - 97.0625 40.5 0 59 N59 0. - 97.0625 4.5 0 60 N60 0. - 97.0625 100.5 0 61 N63A 97.0625 0. 16.5 0 62 N64A 97.0625 0. 40.5 0 63 N65A 97.0625 0. 4.5 0 64 N66A 97.0625 0. 100.5 0 65 N67A 68.633552 68.633552 16.5 0 66 N68A 68.633552 68.633552 40.5 0 67 N69A 68.633552 68.633552 4.5 0 68 N70 68.633552 68.633552 100.5 0 69 N71 - 97.0625 -0. 16.5 0 70 N72 - 97.0625 -0. 40.5 0 71 N73 - 97.0625 -0. 4.5 0 72 N74A - 97.0625 -0. 100.5 0 73 N73A 33.256116 - 80.287366 40.5 0 74 N74B 33.256116 - 80287366 16.5 0 75 N77A 34.404166 - 83.059004 40.5 0 76 N78A 34.404166 - 83.059004 16.5 0 77 N77B 34.404166 - 83.059004 4.5 0 78 N78B 34.404166 - 83.059004 100.5 0 79 N79A 80.287366 33.256116 40.5 0 80 N80A 80.287366 33.256116 16.5 0 81 N81 83.059004 34.404166 40.5 0 82 N82 83.059004 34.404166 16.5 0 83 N83 83.059004 34.404166 4.5 0 84 N84 83.059004 34.404166 100.5 0 85 N85A - 33.256116 80.287366 40.5 0 86 N86 -33.256116 80.287366 16.5 0 87 N87 - 34.404166 83.059004 40.5 0 88 N88 - 34.404166 83.059004 16.5 0 89 N89 - 34.404166 83.059004 4.5 0 90 N90A - 34.404166 83.059004 244.5 0 91 N91 - 80.287366 - 33.256116 40.5 0 92 N92 - 80.287366 - 33.256116 16.5 0 93 N93 - 83.059004 - 34.404166 40.5 0 94 N94 - 83.059004 - 34.404166 16.5 0 95 N95 - 83.059004 - 34.404166 4.5 0 96 N96 - 83.059004 - 34.404166 100.5 0 97 N97 0. - 97.0625 76.5 0 98 N98 97.0625 0. 99.5 0 99 N99 68.633552 68.633552 76.5 0 100 N100 - 97.0625 -0. 76.5 0 101 N101 34.404166 - 83.059004 99.5 0 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 5 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Joint Coordinates and Temperatures (Continued) 102 103 Label N102 N103 X fin] 83.059004 - 83.059004 Y 1in� Z finl 34.404166 - 34.404166 76.5 99.5 Temp [Fi 0 0 Detach From Di... Envelope Joint Displacements LC ion.. LC Y Rotation .. LC Z Rotation 1... L 1 N1 max 0 2 0 7 0 2 2.474e -4 7 5.472e -3 1 4.732e -3 6 2 min 0 7 0 2 0 7 - 2.37e -4 2 -5.469e-3 6- 4.724e -3 1 3 N2 max .016 1 0 2 0 2 2.594e -4 7 5.466e -3 1 4.732e -3 6 4 min -.016 6 0 7 0 7 -2.487e-4 2 -5.463e-3 6 -4.724e-3 1 5 N3 max .088 1 .003 2 0 2 2.311e -5 7 4.974e -3 1 4.732e -3 6 6 min -.088 6 -.004 7 0 7- 1.985e -5 2- 4.972e -3 6 -4.724e-3 1 7 N4 max .145 1 0 2 0 2 4.053e -4 2 4.17e -3 1 4.732e -3 6 8 min -.145 6 -.001 7 -.001 7 - 4.18e -4 7 -4.173e-3 6 -4.724e-3 1 9 N5 max [ .19 1 .005 7 .001 2 6.35e -4 2 3.798e -3 1 4.732e -3 6 10 min -.19 6 -.005 2 -.002 7 - 6.597e -4 7 - 3.804e -3 6 - 4.724e -3 1 11 N6 max .249 1 .016 7 .001 2 6.549e -4 2 3.778e -3 1 4.732e -3 6 12 min -.249 6 -.015 2 -.002 7 - 6.795e -4 7 - 3.784e -3 6 - 4.724e -3 1 13 N7 max 0 1 0 1 0 2 3.72e -3 6 4.001e-3 1 5.049e -3 6 14 min 0 6 0 6 0 7- 3.713e -3 1- 3.996e -3 6- 5.052e -3 1 15 N8 max .012 1 .011 1 0 2 3.713e -3 6 3.995e -3 1 5.049e -3 6 16 min -.012 6 -.011 6 0 7 -3.705e-3 1 - 3.99e -3 6 -5.052e-3 1 17 N9 max .064 1 .06 1 0 2 3.523e -3 6 3.492e -3 1 5.049e -3 6 18 min -.064 6 -.06 6 0 7 - 3.52e -3 1- 3.491e -3 6 -5.052e-3 1 19 N10 max .103 1 .102 1 0 2 3.213e -3 6 2.852e -3 1 5.049e -3 6 20 min -.103 6 -.103 6 -.001 7 -3.221e-3 1 -2.861e-3 6 -5.052e-3 1 21 N11 max .134 1 .138 1 .001 2 3.085e -3 6 2.642e -3 1 5.049e -3 6 22 min -.134 6 -.138 6 -.001 7 - 3.103e -3 1 - 2.657e -3 6 - 5.052e -3 1 23 N12 max .175 1 .186 1 .001 2 3.085e -3 6 2.622e -3 1 5.049e -3 6 24 min -.175 0 6 6 -.186 0 6 7 -.001 0 7 7 - 3.103e -3 0 1 1 - 2.637e -3 0 6 1 - 5.052e -3 0 1 1 25 N13 max 26 min 0 1 0 2 0 2 0 1 0 6 0 6 27 N20 max .002 6 .017 1 0 6 5.603e -3 6 5.417e -4 6 7.569e -1 2 28 min -.002 1 -.017 6 0 1 -5.598e-3 1- 5.263e -4 1- 7.569e -1 7 29 N21 max .007 6 .09 1 0 6 4.976e -3 6 1.91e-4 6 7.569e -1 2 30 min - -.007 1 -.09 6 0 1- 4.974e -3 1- 2.186e -4 1 -7.569e-1 7 31 N22 max .006 6 .148 1 0 6 4.463e -3 6 1.465e -4 1 7.568e -1 2 32 min -.007 1 -.148 6 - .001 1 - 4.464e -3 1 - 1.538e -4 6 - 7.568e -1 7 33 N23 max .006 6 .198 1 0 6 4.338e -3 6 3.355e -4 6 7.567e -1 2 34 min -.006 1 -.198 6 -.001 1 - 4.34e -3 1 - 3.557e -4 1 - 7.567e -1 7 35 N24 max 0 2 0 7 0 7 0 6 0 1 0 1 36 min 0 7 0 2 0 2 0 1 0 6 0 6 37 N25 max 0 6 0 1 0 6 5.623e -3 6 5.702e -4 6 7.569e -1 2 38 min 0 1 0 6 0 1- 5.618e -3 1 -5.539e-4 1 -7.569e-1 7 39 N30 max .011 6 .265 1 0 6 4.338e -3 6 3.554e -4 6 7.567e -1 2 40 min -.012 1 -.265 6 -.001 1 - 4.34e -3 1 - 3.756e -4 1 -7.567e-1 7 41 N31 max .012 6 .013 1 0 7 4.233e -3 6 3.836e -3 6 6.518e -3 6 42 min -.012 1 -.013 6 0 2 -4.229e-3 1 -3.835e-3 1 -6.521e-3 1 43 N32 max .061 6 .067 1 0 7 3.636e -3 6 3.444e -3 6 6.518e -3 6 44 min -.061 1 -.067 6 0 2 -3.635e-3 1 -3.443e-3 1 -6.521e-3 1 45 N33 max .103 6 .108 1 0 7 3.035e -3 6 3.513e -3 6 6.518e -3 6 46 min -.103 1 -.108 6 -.001 2 -3.031e-3 1 -3.518e-3 1 -6.521e-3 1 47 N34 max .148 6 .142 1 .001 7 2.883e -3 6 4.528e -3 6 6.518e -3 6 48 min -.148 1 -.142 6 -.002 2- 2874e -3 1 -4.541e-3 1 -6.521e-3 1 49 N35 max 0 6 0 7 0 1 0 7 0 1 0 2 50 min 0 1 0 2 0 6 0 2 0 1 0 7 51 N36 max 0 6 0 1 0 7 4.256e -3 6 3.865e -3 6 6.518e -3 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 6 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9.59 AM Checked By: Envelope Joint Displacements (Continued) Joint X in LC Y in LC Z in LC X Rotation ... LC Y Rotation ... LC Z Rotation_[... LC 52 min 0 1 0 6 0 2 -4.251e-3 1- 3.864e -3 1 -6.521e-3 1 53 N41 max .228 6 .186 1 .001 7 2.883e -3 6 5.428e -3 6 6.518e -3 6 54 min -.228 1 -.186 6 -.002 2 -2.874e-3 1 - 5.44e -3 1 -6.521e-3 1 55 N42 max .017 6 .001 7 0 7 3.421e-4 2 5.75e -3 6 7.645e -1 6 56 min -.017 1 -.001 2 0 2- 3.578e -4 7.5.748e -3 1 -7.645e-1 1 57 N43 max .09 6 .005 7 0 7 2.265e -4 2 4.716e -3 6 7.645e -1 6 58 min -.09 1 -.005 2 -.001 2 - 1.997e -4 7 - 4.715e -3 1 - 7.645e -1 1 59 N44 max .148 6 .005 7 0 7 1.698e -4 6 4.722e -3 6 7.644e -1 6 60 min -.148 1 -.005 2 -.001 2 - 1.626e -4 1 - 4.722e -3 1 - 7.644e -1 1 61 N45 max .208 6 .007 7 0 7 4.845e -4 2 6.217e -3 6 7.644e -1 6 62 min -.208 1 -.007 2 -.001 2 - 4.638e -4 7 - 6.217e -3 1 - 7.644e -1 1 63 N46 max 0 6 0 6 0 1 0 6 0 6 0 1 64 min 0 1 0 1 0 6 0 1 0 1 0 6 65 N47 max 0 6 0 7 0 7 3.636e -4 2 5.783e -3 6 7.645e -1 6 66 min 0 1 0 2 0 2 -3.801e-4 7 -5.781e-3 1- 7.645e -1 1 67 N52 max .305 6 .014 7 0 7 5.044e -4 2 6.237e -3 6 7.644e -1 6 68 min -.305 1 -.014 2 -.001 2 - 4.837e -4 7 - 6.237e -3 1 - 7.644e -1 1 69 N53 max .013 6 .012 6 0 1 3.835e -3 1 4.215e -3 6 6.455e -3 6 70 min -.013 1 -.012 1 0 6 -3.832e-3 6 -4.211e-3 1 -6.456e-3 1 71 N54 max .066 6 .062 6 0 1 3.568e -3 1 3.506e -3 6 6.455e -3 6 72 min -.066 1 -.062 1 0 6- 3.569e -3 6- 3.506e -3 1- 6.456e -3 1 73 N55 max .106 6 .105 6 0 1 3.269e -3 1 3.269e -3 6 6.455e -3 6 74 min -.106 1 -.105 1 -.001 6 - 3.267e -3 6 - 3.265e -3 1 - 6.456e -3 1 75 N56 max .148 6 .141 6 .001 1 3.169e -3 1 4.18e -3 6 6.455e -3 6 76 min -.148 1 -.141 1 -.002 6 - 3.16e -3 6 - 4.171e -3 1 - 6.456e -3 1 77 N57 max 0 6 0 7 0 2 0 1 0 1 0 6 78 min 0 1 0 2 0 7 0 1 0 6 0 1 79 N58 max 0 6 0 7 0 1 3.844e -3 1 4.255e -3 6 6.455e -3 6 80 min 0 1 0 2 0 6 - 3.84e -3 6- 4.251 a -3 1- 6.456e -3 1 81 N63 max .223 6 .19 6 .001 1 3.92e -3 2 5.08e -3 6 6.455e -3 6 82 min -.222 1 -.19 1 -.002 6 -3.91e-3 7 1-5.071e-3 1 -6.456e-3 1 83 N64 max 0 1 .017 6 0 1 5.608e -3 1 1.155e -4 1 8.212e -1 7 84 min 0 6 -.017 1 0 6- 5.606e -3 6- 1.343e -4 6- 8.212e -1 2 85 N65 max 0 1 .09 6 0 1 4.978e -3 1 2.343e -4 6 8.212e -1 7 86 min 0 6 -.09 1 0 6 -4.978e-3 6 -2.037e-4 1- 8.212e -1 2 87 N66 max .001 6 .148 6 0 1 4.428e -3 1 2.258e -4 6 8.213e -1 7 88 min -.001 1 -.148 1 0 6- 4.429e -3 6- 2.176e -4 1 -8.213e-1 2 89 N67 max .006 6 .198 6 0 1 4.275e -3 1 7.776e -4 6 8.214e -1 7 90 min -.006 1 -.198 1 0 6 -4.277e-3 6 -7.54e-4 1 -8.214e-1 2 91 N68 max 0 2 0 7 0 2 0 1 0 6 0 1 92 min 0 7 0 2 0 7 0 6 0 1 0 6 93 N69 max 0 6 0 7 0 1 5.627e -3 1 1.069e -4 1 8.212e -1 7 94 min 0 1 0 2 0 6- 5.624e -3 6 -1.266e-4 6 -8.212e-1 2 95 N74 max .018 6 .264 6 0 1 4.275e -3 1 7.974e -4 6 8.214e -1 7 96 min -.018 1 -.264 1 0 6 -4.277e-3 6 -7.739e-4 1- 8.214e -1 2 97 N75 max .011 1 .012 6 0 2 4.072e -3 1 3.671e-3 1 5.396e -1 7 98 min -.011 6 -.012 1 0 7 -4.068e-3 6 -3.672e-3 6- 5.396e -1 2 99 N76 max .06 1 .065 6 0 2 3.691e-3 1 3.557e -3 1 5.396e -1 7 100 min -.06 6 -.065 1 0 7 -3.707e-3 6- 3.538e -3 6- 5.396e -1 2 101 N77 max .102 1 .106 6 0 2 2.982e -3 1 3.102e -3 1 5.396e -1 7 102 min -.101 6 -.106 1 0 7- 2.983e -3 6 -3.104e-3 6 -5.396e-1 2 103 N78 max .133 1 .138 6 0 2 2.82e -3 2 2.281e-3 2 5.395e -1 7 104 min -.133 6 -.138 1 0 7- 2.834e -3 7 -2.273e-3 7 -5.395e-1 2 105 N79 max 0 6 0 7 0 6 0 7 0 1 0 7 106 min 0 1 0 2 0 1 0 2 0 1 0 2 107 N80 max 0 7 0 7 0 2 4.093e -3 1 3.671e-3 1 5.396e -1 7 108 min 0 2 0 2 0 7 -4.089e-3 6 -3.672e-3 6 -5.396e-1 2 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 7 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Joint Displacements (Continued) Z ti LC X Rotation .. LC Y Rotation .. LC Z Rotation lLC 109 N85 max .164 1 .175 6 0 2 2.84e -3 2 2.281e-3 2 5.395e -1 7 110 min -.163 6 -.175 1 0 7 -2.853e-3 7 -2.273e-3 7 -5.395e-1 2 111 N90 max 0 7 0 7 0 7 0 7 0 7 0 7 112 min 0 2 0 2 0 2 0 2 0 2 0 2 113 N57A max 2.384 6 .005 7 .001 7 9.556e -5 6 3.965e -3 6 7.645e -1 6 114 min -2.384 1 -.005 2 -.002 2 - 5.066e -5 1 - 3.964e -3 1 - 7.645e -1 1 115 N58A max 2.501 6 .007 7 .003 7 1.304e -3 2 7.401e-3 6 7.645e -1 6 116 min -2.501 1 -.007 2 -.004 2 - 1.284e -3 7 - 7.401e -3 1 - 7.645e -1 1 117 N59 max 2.347 6 .016 7 .001 7 1.266e -3 7 2.748e -3 6 7.645e -1 6 118 min -2.347 1 -.015 2 -.002 2 -1.221e-3 2 -2.747e-3 1- 7.645e -1 1 119 N60 max 3.564 6 .702 7 .003 7 1.428e -2 2 2.038e -2 6 7.645e -1 6 120 min -3.564 1 -.704 2 -.004 2 - 1.426e -2 7 1 - 2.038e -2 3.201e-5 1 7 - 7.645e -1 8.212e -1 1 7 121 N63A max 0 1 2.501 7 .002 1 4.767e -3 122 min 0 6 -2.501 2 -.002 6- 4.768e -3 6 1.317e -5 2- 8.212e -1 2 123 N64A max .006 6 2.563 7 .003 1 5.422e -3 2 1.783e -3 6 8.215e -1 7 124 min -.006 1 -2.563 2 -.004 6 - 5.424e -3 7 - 1.763e -3 1 - 8.215e -1 2 125 N65A max .004 6 2.491 7 .002 1 4.767e -3 1 5.989e -4 1 8.212e -1 7 126 min -.004 1 -2.491 2 -.002 6 - 4.768e -3 6 - 5.537e -4 6 - 8.212e -1 2 127 N66A max .71 6 3.486 7 .003 1 2.007e -2 2 1.643e -2 6 8.215e -1 7 128 min -.709 1 -3.486 2 -.004 6 - 2.007e -2 7 - 1.641e -2 1 - 8.215e -1 2 129 N67A max 1.168 2 1.172 7 0 2 3.787e -3 1 3.939e -3 1 5.396e -1 7 130 min -1.168 7 -1.172 2 -.001 7 - 3.813e -3 6 - 3.91e -3 6 - 5.396e -1 2 131 N68A max 1.209 2 1.215 7 .002 2 3.786e -3 2 2.463e -3 2 5.396e -1 7 132 min - 1.209 7 -1.215 2 -.003 7 - 3.799e -3 7 - 2.454e -3 7 - 5.396e -1 2 133 N69A max 1.155 2 1.17 7 0 2 3.787e -3 1 5.156e -3 1 5.396e -1 7 134 min -1.155 7 -1.171 2 -.001 7 - 3.813e -3 6 - 5.127e -3 6 - 5.396e -1 2 135 N70 max 1.554 6 2.062 7 .002 2 1.677e -2 2 1.2e -2 6 5.396e -1 7 136 min -1.553 1 -2.061 2 -.003 7 - 1.678e -2 7 - 1.199e -2 1 - 5.396e -1 2 137 N71 max .007 6 2.23 7 .001 6 4.857e -3 6 6.537e -5 1 7.569e -1 2 138 min -.007 1 -2.23 2 -.002 1- 4.855e -3 1 -1.111e-4 6 -7.569e-1 7 139 N72 max .006 6 2.193 7 .003 6 4.35e -3 6 1.179e -3 6 7.569e -1 2 140 min -.006 1 -2.193 2 -.003 1 - 4.352e -3 1 - 1.199e -3 1 - 7.569e -1 7 141 N73 max .019 6 2.277 7 .001 6 4.857e -3 6 1.283e -3 1 7.569e -1 2 142 min -.018 1 -2.277 2 -.002 1 - 4.855e -3 1 - 1.328e -3 6 - 7.569e -1 7 143 N74A max .695 6 2.887 7 .003 6 1.422e -2 2 1.416e -2 6 7.569e -1 2 144 min -.697 1 -2.886 2 -.003 1 - 1.422e -2 7 - 1.418e -2 1 - 7.569e -1 7 145 N73A max .211 6 .283 7 .056 2 1.497e -2 2 5.67e -3 6 3.961e-3 6 146 min -.22 1 -.259 2 -.111 7 - 1.437e -2 7 - 5.425e -3 1 - 3.961e -3 1 147 N74B max .068 6 .058 6 .034 2 7.885e -3 2 2.85e -3 6 2.279e -3 6 148 min -.083 1 -.021 1 -.089 7 - 7.33e -3 7 - 2.621e -3 1 - 2.28e -3 1 149 N77A max .221 6 .285 7 .009 2 1.541e-2 2 8.228e -3 6 3.782e -3 6 150 min -.231 1 -.261 2 -.066 7 - 1.484e -2 7 - 7.994e -3 '1 - 3.781e -3 1 151 N78A max .075 6 .06 6 .009 2 8.132e -3 2 3.718e -3 6 2.598e -3 6 152 min -.09 1 -.024 1 -.066 7 - 7.598e -3 7 - 3.498e -3 1 - 2.599e -3 1 153 N77B max .055 7 .098 2 .009 2 7.558e -3 2 3.144e -3 6 2.598e -3 6 154 min -.073 2 -.055 7 -.066 7 - 7.024e -3 7 - 2.923e -3 1 - 2.599e -3 1 155 N78B max 1.312 6 1.773 7 .009 2 3.005e -2 2 2.287e -2 6 3.782e -3 6 156 min -1.308 1 -1.783 2 -.066 7- 2.949e -2 7 -2.264e-2 1 -3.781e-3 1 157 N79A max .106 6 .237 6 .064 6 5.272e -3 1 1.167e -2 6 2.318e -3 7 158 min -.124 1 -.245 1 -.106 1 - 5.459e -3 6 - 1.122e -2 1 - 2.318e -3 2 159 N80A max -.004 6 .089 6 .032 6 2.362e -3 1 1.382e -3 6 2.153e -3 6 160 min -.023 1 6 -.1 .243 1 6 -.074 .026 1 6 - 2.527e -3 5.915e -3 6 1 - 9.815e -4 1.142e -2 1 6 - 2.155e -3 2.273e -3 1 7 161 N81 max .103 162 min -.122 1 -.251 1 -.069 1 - 6.094e -3 6 - 1.099e -2 1 - 2.273e -3 2 163 N82 max -.007 6 .095 6 .026 6 3.58e -3 1 9.15e -4 6 2.234e -3 6 164 min -.02 1 -.106 1 -.069 1 - 3.739e -3 6 -5.291e-4 1 -2.236e-3 1 165 N83 max -.006 2 .05 6 .026 6 3.58e -3 1 8.062e -4 7 2.234e -3 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 8 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Joint Displacements (Continued) LC Y Rotation ... LC Z Rotation i... LC 166 Ni min -.025 7 -.063 1 -.069 1 - 3.739e -3 6 - 4.203e -4 2 - 2.236e -3 1 167 N84 max 1.416 6 1.093 7 .026 6 1.881e-2 2 2.458e -2 6 2.273e -3 7 168 N13 min -1.409 1 -1.09 2 -.069 1 - 1.899e -2 7 - 2.415e -2 1 - 2.273e -3 2' 169 N85A max .156 2 .141 7 .008 7 1.693e -2 2 6.866e -3 2 1.409e -3 6 170 N24 min -.143 7 -.172 2 -.082 2 - 1.785e -2 7 - 7.247e -3 7 - 1.409e -3 1 171 N86 max .103 1 .077 2 -.022 7 7.276e -3 2 4.039e -3 2 2.443e -3 6 172 N25 min -.083 6 -.126 7 -.052 2 - 8.1e -3 7 - 4.381e -3 7 - 2.443e -3 1 173 N87 max .157 2 .14 7 -.027 2 1.696e -2 2 6.894e -3 2 1.288e -3 6 174 N35 min -.144 7 -.172 2 -.05 7 - 1.784e -2 7 - 7.259e -3 7 - 1.288e -3 1 175 N88 max .11 1 .078 2 -.027 2 7.149e -3 2 4.698e -3 2 2.525e -3 6 176 11 min -.09 6 -.128 7 -.05 7 - 7.943e -3 7 - 5.027e -3 7 - 2.525e -3 1 177 N89 max .089 1 .164 2 -.027 2 7.138e -3 2 4.698e -3 2 2.525e -3 6 178 1 min -.065 6 -.223 7 -.05 7 - 7.932e -3 7 - 5.027e -3 7 - 2.525e -3 1 179 N90A max 8.921 6 12.16 7 -.027 2 7.173e -2 2 5.806e -2 6 1.288e -3 6 180 min -8.982 1 - 12.012 2 -.05 7 -7.261e-2 7- 5.842e -2 1- 1.288e -3 1 181 N91 max .35 6 .067 1 .063 1 4.512e -3 1 1.654e -2 6 3.311e -3 6 182 min -.324 1 -.057 6 -.123 6- 4.241e -3 6 - 1.72e -2 1 -3.311e-3 1 183 N92 max .048 6 .089 1 .038 1 1.865e -3 1 8.557e -3 6 2.254e -3 6 184 min -.008 1 -.073 6 -.098 6 -1.612e-3 6 -9.171e-3 1- 2.255e -3 1 185 N93 max .354 6 .076 1 .01 1 4.827e -3 2 1.736e -2 6 3.139e -3 6 186 min -.328 1 -.066 6 -.072 6 - 4.569e -3 7 -1.799e-2 1 - 3.139e -3 1 187 N94 max .05 6 .096 1 .01 1 9.242e -4 7 9.115e -3 6 2.492e -3 6 188 min -.011 1 -.08 6 -.072 6 - 6.808e -4 2 - 9.706e -3 1 - 2.493e -3 1 189 N95 max .1 1 .106 1 .01 1 1.587e -3 7 8.452e -3 6 2.492e -3 6 190 min -.053 6 -.087 6 -.072 6- 1.344e -3 2 -9.043e-3 1 -2.493e-3 1 191 N96 max 2.08 6 .942 7 .01 1 2.162e -2 2 3.415e -2 6 3.139e -3 6 192 min -2.092 1 -.947 2 -.072 6 - 2.136e -2 7 - 3.478e -2 `_ 1 - 3.139e -3 1 193 N97 max 3.076 6 .361 7 .003 7 1.414e -2 2 2.024e -2 6 7.645e -1 6 194 min - 3.076 1 -.362 2 -.004 2 - 1.412e -2 7 - 2.024e -2 1 - 7.645e -1 1 195 N98 max .694 6 3.466 7 .003 1 2.007e -2 2 1.643e -2 6 8.215e -1 7 196 min -.693 1 -3.466 2 -.004 6 -2.007e-2 7 -1.641e-2 1- 8.215e -1 2 197 N99 max 1.298 2 1.66 7 .002 2 1.663e -2 2 1.186e -2 6 5.396e -1 7 198 min -1.297 7 -1.659 2 -.003 7 - 1.664e -2 7 - 1.185e -2 1 - 5.396e -1 2 199 N100 max .356 6 2.546 7 .003 6 1.408e -2 2 1.402e -2 6 7.569e -1 2 200 min -.357 1 -2.546 2 -.003 1 - 1.408e -2 7 - 1.404e -2 1 - 7.569e -1 7 201 N101 max 1.289 6 1.743 7 .009 2 3.005e -2 2 2.287e -2 6 3.782e -3 6 202 min - 1.286 1 -1.752 2 -.066 7 -2.949e-2 7 -2.264e-2 1 -3.781e-3 1 203 N102 max .827 6 .638 7 .026 6 1.867e -2 2 2.444e -2 6 2.273e -3 7 204 min -.83 1 -.639 2 -.069 1 -1.885e-2 7 -2.401e-2 1- 2.273e -3 2 205 N103 max 2.046 6 .921 7 .01 1 2.162e -2 2 3.415e -2 6 3.139e -3 6 206 min -2.057 1 -.925 2 -.072 6 - 2.136e -2 7 - 3.478e -2 1 - 3.139e -3 1 Envelope Joint Reactions Y flb] 1 Ni max 73.405 7 110.91 2 1926.874 7 0 1 0 1 0 1 2 min -71.07 2- 113.415 7 - 1406.812 2 0 1 0 1 0 1 3 N13 max 39.155 1 2192.078 2 1749.529 2 0 1 0 6 0 6 4 min - 39.155 6- 2139.268 7 - 1693.404 7 0 1 0 1 0 1 5 N24 max 1118.639 7 1188.707 2 1321.269 2 0 1 0 6 0 6 6 min - 1156.034 2 - 1151.312 7 - 1265.084 7 0 6 0 1 0 1 7 N25 max 259.48 1 190.841 6 2765.26 1 0 1 0 1 0 1 8 min - 267.382 6- 189.864 1 - 2070.977 6 0 1 0 1 0 1 9 N35 max 2685.69 1 39.155 2 2179.675 6 .221 2 0 1 .178 7 10 min -2727.088 6- 39.155 7 - 2132.725 1 -.221 7 0 1 -.178 2 11 N36 max 272.774 1 209.233 6 1761.693 2 0 1 0 1 0 1 12 min - 267.904 6- 204.073 1 - 1153.933 7 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 9 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Enve lope Joint Reactions (Continued) MX rk -ftl LC MY rk -ftl LC MZ rk -ft l LC 13 N46 max 1356.16 1 1323.487 1 1557.399 6 0 1 0 1 0 6 14 1.333 min - 1396.382 6- 1363.708 6 -1498 1 0 6 0 6 0 1 15 N47 max 310.997 1 202.484 2 2833.009 2 0 1 0 1 0 1 16 min - 311.616 6- 210.018 7 - 2155.731 7 0 1 0 1 0 1 17 N57 max 39.155 1 2944.033 2 2388.345 7 0 1 .221 6 .178 1 18 Yes min - 39.155 6- 2986.63 7 - 2340.431 2 0 1 -.221 1 -.178 6 19 N58 max 375.065 1 174.808 2 2010.152 6 0 1 0 1 0 1 20 Yes min - 379.907 6- 167.817 7 -1419.352 1 0 1 0 1 0 1 21 N68 max 1456.342 7 1447.915 2 1662.726 7 0 6 0 1 0 6 22 -1 min - 1415:242 2- 1489.015 7 - 1602.327 2 0 1 0 6 0 1 23 N69 max 81.712 1 183.993 2 2571.183 6 0 1 0 1 0 1 24 min - 73.435 6- 181.729 7 - 1852.034 1 0 1 0 1 0 1 25 N79 max 2994.927 1 39.155 2 2395.016 1 .239 2 0 1 .192 2 26 min - 2955.013 6- 39.155 7 - 2349.259 6 -.239 7 0 1 -.192 7 27 N80 max 5.208 2 209.255 2 2053.041 7 0 1 0 1 0 1 28 min - 2.132 7- 209.737 7 - 1427.441 2 0 1 0 1 0 1 29 N90 max 1414.277 2 1446.95 2 1614.897 2 .111 2 .111 2 .126 2 30 min -1381424 7 - 1414.097 7 - 1563.876 7 -.111 7 -.111 7 -.126 7 31 N7 max 53.959 6 71.584 6 1607.862 7 0 1 0 1 0 1 32 min - 54.007 1 - 75.593 1 - 1087.737 2 0 1 0 1 0 1 33 Totals: max 11610.012 1 11610.012 2 2689.403 2 34 min - 11610.012 6 - 11610.012 7 2689.403 7 Load Combination Design ncrete Masonry Footinos Aluminum Connecti... 1 DEAD LOA... 1.333 - 27.843 - 27.843 1 Yes Yes Yes Yes Yes Yes Yes Yes 2 DEAD LOA... 1.333 - 27.843 - 27.843 0 Yes Yes Yes Yes Yes Yes Yes Yes 3 DEAD LOA... 1.333 1 Yes Yes Yes Yes Yes Yes Yes Yes 4 DEAD LOA... 1.333 1 Yes Yes Yes Yes Yes Yes Yes Yes 5 DEAD LOA... Yes Yes Yes Yes Yes Yes Yes Yes 6 DEAD LOA... 1.333 1 Yes Yes Yes Yes Yes Yes Yes Yes 7 DEAD LOA... 1.333 1 Yes Yes Yes Yes Yes Yes Yes Yes 8 DEAD LOA... 1.333 Yes Yes Yes Yes Yes Yes Yes Yes g DEAD LOA... 1 1.333 -1 Yes Yes Yes Yes Yes Yes Yes Yes Load Combinations Solve PDelta S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 DEAD LOAD + WIND LOAD (NO ICE) FRONT Yes - 27.843 - 27.843 1 1 2 M3 3 1 - 27.843 0 0 3 M4 L - 27.843 - 27.843 0 0 2 DEAD LOAD + WIND LOAD (NO ICE) SIDE Yes - 27.843 - 27.843 1 1 4 1 3 DEAD LOAD + DEAD LOAD ICE + WIND LO... Yes 1 1 2 1 5 1 4 DEAD LOAD + DEAD LOAD ICE + WIND LO... Yes 1 1 2 1 6 1 5 DEAD LOAD + LIVE LOAD Yes 1 1 7 1 6 DEAD LOAD + WIND LOAD (NO ICE) FRON... Yes 1 1 3 -1 _ 7 DEAD LOAD + WIND LOAD (NO ICE) SIDE ... Yes 1 1 4 -1 8 DEAD LOAD + DEAD LOAD ICE + WIND LO... Yes 1 1 2 1 5 -1 9 DEAD LOAD + DEAD LOAD ICE + WIND LO... Yes 1 1 2 1 6 -1 Member Distributed Loads (BLC 3 : WIND LOAD (NO ICE) FRONT) /ft.deal Start Location(in....End Locationrin.% 1 M2 L - 27.843 - 27.843 0 0 2 M3 L - 27.843 - 27.843 0 0 3 M4 L - 27.843 - 27.843 0 0 4 M8 L - 27.843 - 27.843 0 0 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 10 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Member Distributed Loads (BLC 3 : WIND LOAD (NO ICE) FRONT) (Continued) ember Label Direction Start Maanitudef lb/ft .deol End Maanitudeflb/ft deo] Start Location fin....End Location fin.° 5 M9 L - 27.843 - 27.843 0 0 6 M10 L - 27.843 - 27.843 0 0 7 M14 L - 27.843 - 27.843 0 0 8 M15 L - 27.843 - 27.843 0 0 9 M16 L - 27.843 - 27.843 0 0 10 M20 L - 27.843 -27.843 0 0 11 M21 L - 27.843 - 27.843 0 0 12 M22 L -27.843 - 27.843 0 0 13 M26 L - 27.843 - 27.843 0 0 14 M27 L - 27.843 - 27.843 0 0 15 M28 L - 27.843 - 27.843 0 0 16 M32 L - 27.843 - 27.843 0 0 17 M33 L - 27.843 - 27.843 0 0 18 M34 L - 27.843 - 27.843 0 0 19 M38 L - 27.843 - 27.843 0 0 20 M39 L - 27.843 - 27.843 0 0 21 M40 L - 27.843 - 27.843 0 0 22 M44 L - 27.843 - 27.843 0 0 23 M45 L - 27.843 - 27.843 0 0 24 M46 L - 27.843 - 27.843 0 0 25 M6 L - 23.203 - 23.203 0 0 26 M12 L - 23.203 - 23.203 0 0 27 M18 L - 23.203 - 23.203 0 0 28 M24 L - 23.203 - 23.203 0 0 29 M30 L - 23.203 - 23.203 0 0 30 M36 L - 23.203 - 23.203 0 0 31 M42 L - 23.203 - 23.203 0 0 32 M48 L - 23.203 - 23.203 0 0 33 M1 L - 16.149 - 16.149 0 0 34 M7 L - 16.149 - 16.149 0 0 35 M13 L - 16.149 - 16.149 0 0 36 M19 L - 16.149 - 16.149 0 0 37 M25 L - 16.149 - 16.149 0 0 38 M31 L - 16.149 - 16.149 0 0 39 M37 L - 16.149 - 16.149 0 0 40 M43 L - 16.149 - 16.149 0 0 41 M51 L - 13.225 - 13.225 0 0 42 M54 L - 13.225 - 13.225 0 0 43 M57 L - 13.225 - 13.225 0 0 44 M60 L - 13.225 - 13.225 0 0 45 M63 L - 13.225 - 13.225 0 0 46 M66 L - 13.225 - 13.225 0 0 47 M72 L - 13.225 - 13.225 0 0 48 M69 L -10.58 -10.58 0 0 49 M5 L - 37.124 - 37.124 0 0 50 M11 L - 37.124 - 37.124 0 0 51 M17 L - 37.124 - 37.124 0 0 52 M23 L - 37.124 - 37.124 0 0 53 M29 L - 37.124 - 37.124 0 0 54 M35 L - 37.124 - 37.124 0 0 55 M41 L - 37.124 - 37.124 0 0 56 M47 L - 37.124 - 37.124 0 0 Member Distributed Loads (BLC 4 : WIND LOAD (NO ICE) SIDE) 1 M2 V - 27.843 - 27.843 0 0 2 M3 V - 27.843 - 27.843 0 0 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 11 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Member Distributed Loads (BLC 4 : WIND LOAD (NO ICE) SIDE) (Continued) Ib /ft.deal Start Locationfin....End Location in 3 M4 V - 27.843 - 27.843 0 0 4 M8 V - 27.843 - 27.843 0 0 5 M9 V - 27.843 - 27.843 0 0 6 M10 V - 27.843 - 27.843 0 0 7 M14 V - 27.843 - 27.843 0 0 8 M15 V - 27.843 - 27.843 0 0 9 M16 V - 27.843 - 27.843 0 0 10 M20 V - 27.843 - 27.843 0 0 11 M21 V - 27.843 - 27.843 0 0 12 M22 V - 27.843 - 27.843 0 0 13 M26 V - 27.843 - 27.843 0 0 14 M27 V -27.843 - 27.843 0 0 15 M28 V - 27.843 - 27.843 0 0 16 M32 V - 27.843 - 27.843 0 0 17 M33 V - 27.843 - 27.843 0 0 18 M34 V - 27.843 - 27.843 0 0 19 M38 V - 27.843 - 27.843 0 0 20 M39 V - 27.843 - 27.843 0 0 21 M40 V - 27.843 - 27.843 0 0 22 M44 V - 27.843 - 27.843 0 0 23 M45 V - 27.843 - 27.843 0 0 24 M46 V - 27.843 - 27.843 0 0 25 M6 V - 23.203 - 23.203 0 0 26 M12 V - 23.203 - 23.203 0 0 27 M18 V - 23.203 - 23.203 0 0 28 M24 V - 23.203 - 23.203 0 0 29 M30 V - 23.203 - 23.203 0 0 30 M36 V - 23.203 - 23.203 0 0 31 M42 V - 23.203 - 23.203 0 0 32 M48 V - 23.203 - 23.203 0 0 33 M1 V - 16.149 - 16.149 0 0 34 M7 V - 16.149 - 16.149 0 0 35 M13 V - 16.149 - 16.149 0 0 36 M19 V - 16.149 - 16.149 0 0 37 M25 V - 16.149 - 16.149 0 0 38 M31 V - 16.149 -16.149 0 0 39 M37 V - 16.149 - 16.149 0 0 40 M43 V - 16.149 - 16.149 0 0 41 M51 V - 13.225 - 13.225 0 0 42 M54 V - 13.225 - 13.225 0 0 43 M57 V - 13.225 - 13.225 0 0 44 M60 V - 13.225 - 13.225 0 0 45 M63 V - 13.225 - 13.225 0 0 46 M66 V - 13.225 - 13.225 0 0 47 M72 V - 13.225 - 13.225 0 0 48 M69 V -10.58 - 10.58 0 0 49 M5 V - 37.124 - 37.124 0 0 50 M11 V - 37.124 - 37.124 0 0 51 M17 V - 37.124 - 37.124 0 0 52 M23 V - 37.124 - 37.124 0 0 53 M29 V - 37.124 - 37.124 0 0 54 M35 V - 37.124 - 37.124 0 0 55 M41 V - 37.124 - 37.124 0 0 56 M47 V - 37.124 - 37.124 0 0 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 12 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Joint Loads and Enforced Displacements (BLC 1 : DEAD LOAD) Joint Label L,D.M Direction Magnitudef(Ib,k -ft), (in,rad), (Ib "s ^2 /i... 1 N59 L Z -37.7 2 N69A L Z -37.7 3 N73 L Z -37.7 4 N95 L Z -59.75 5 N32 L Z -35.5 6 N41 L Z -35.5 7 N54 L Z -35.5 8 N63 L Z -35.5 9 N83 L Z -35.5 10 N65A L Z -51.75 11 N77B L Z -51.75 12 N97 L Z -37.7 13 N98 L Z -51.75 14 N99 L Z -37.7 15 N100 L Z -37.7 16 N101 L Z -51.75 17 N102 L Z -35.5 18 N103 L Z -59.75 Joint Loads and Enforced Displacements (BLC 3 : WIND LOAD (NO ICE) FRONT) Direction Magnitude[(lb.k -ft). (in.rad). (Ib *s ^2 /i.. 1 N59 L X -303 2 N69A L X -303 3 N73 L X -303 4 N95 L X -382.9 5 N32 L X -308 6 N41 L X -308 7 N54 L X -308 8 N63 L X -308 9 N83 L X -308 10 N65A L X -331 11 N77B L L X X -331 -303 12 N97 13 N98 L X -331 14 N99 L X -303 15 N100 L X -303 16 N101 L X -331 17 N102 L X -308 18 N103 L X -382.9 Joint Loads and Enforced Displacements (BLC 4 : WIND LOAD (NO ICE) SIDE) Direction Magnitudef(lb.k -ft). (in.rad). (Ib"s ^2 /i 1 N59 L Y -303 2 N69A L Y -303 3 , N73 L Y -303 4 N95 L Y -382.9 5 N32 L Y -308 6 7 N41 L Y -308 N54 L Y -308 8 N63 L Y -308 9 N83 L Y -308 10 N65A L Y -331 11 N77B L Y -331 12 N97 L Y -303 13 N98 L Y -331 14 N99 L Y -303 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 13 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Joint Loads and Enforced Displacements (BLC 4 : WIND LOAD (NO ICE) SIDE) (Continued) ft). (in.rad). (Ib *sA 15 N100 L Y -303 16 N101 L Y -331 17 N102 L Y -308 18 N103 L Y -382.9 Hot Rolled Steel Properties Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.1 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.3 58 1.1 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.2 58 1.1 6 35 KSI 29000 11154 .3 .65 .49 35 1.5 58 1.2 Envelope Member Section Deflections x [in] LC y [in] 1 M1 1 max 0 1 0 1 0 1 4.732e -3 6 NC 1 NC 1 2 min 0 1 0 1 0 1- 4.724e -3 1 NC 1 NC 1 3 2 max 0 2 .003 2 .075 6 4.732e -3 6 NC 2 4228.046 6 4 min 0 ' 7 -.003 7 -.076 1 -4.724e-3 1 NC 7 4205.514 1 5 3 max 0 2 .001 2 .141 6 4.732e -3 6 NC 2 3393.284 6 6 min -.001 7 -.001 7 -.141 1 -4.724e-3 1 NC 7 3373.145 1 7 4 max .001 2 .006 7 .196 6 4.732e -3 6 8647.826 7 6078.91 6 8 min -.002 7 - .006 2 -.196 1- 4.724e -3 1 8873.358 2 6040.517 1 9 5 max .001 2 .016 7 .249 6 4.732e -3 6 3510.318 7 NC 6 10 min -.002 7 -.015 2 -.249 1 - 4.724e -3 1 3626.081 2 NC 1 11 M2 1 max .176 6 .002 7 .072 1 1.484e -3 7 NC 7 NC 1 12 min -.176 1 -.001 2 -.072 6 - 1.459e -3 2 NC 2 NC 6 13 2 max .176 6 .056 2 .167 2 1.038e -2 7 1155.332 2 503.211 2 14 min -.176 1 -.005 7 -.144 7 - 9.866e -3 2 883.831 7 797.912 7 15 3 max .176 6 .082 2 .219 2 1.927e -2 7 785.302 2 343.3 2 16 min -.176 1 -.008 7 -.185 7 - 1.827e -2 2 602.317 7 540.22 7 17 4 max .176 6 .058 2 .138 2 9.69e -3 7 1135.881 2 490.852 2 18 min -.176 1 -.006 7 -.114 7 -9.181e-3 2 872.376 7 767.323 7 19 5 max .177 6 .001 7 .076 6 1.855e -3 1 NC 7 NC 6 20 min -.177 1 -.001 2 -.077 1 - 1.833e -3 6 NC 2 NC 1 21 M3 1 max .134 6 .001 7 .055 1 1.655e -3 6 NC 7 NC 1 22 min -.134 1' 0 2 -.055 6 - 1.642e -3 1 NC 2 NC 6 23 2 max .134 6 .014 2 .031 2 8.36e -4 7 NC 2 2883.524 2 24 min -.134 1 -.005 7 -.025 7 - 8.237e -4 2 NC 7 4853.95 7 25 3 max .134 6 .02 2 .027 2 4.608e -4 7 NC 2 2054.511 2 26 min -.134 1 -.007 7 -.019 7 - 4.489e -4 2 8136.951 7 3458.439 7 27 4 max .134 6 .014 2 .033 6 1.003e -3 1 NC 2 8487.944 6 28 min -.134 1 -.005 7 ' -.028 1 - 9.918e -4 6 NC 7 NC 1 29 5 max .134 6 .001 7 .055 6 1.885e -3 1 NC 7 NC 6 30 min -.134 1 0 2 -.055 1- 1.874e -3 6 NC 2 NC 1 31 M4 1 max .082 6 0 7 .032 1 1.918e -3 6 NC 7 NC 1 32 min -.082 1 0 2 -.032 6 -1.921e-3 1 NC 2' NC 6 33 2 max .082 6 .042 2 .075 1 4.974e -3 7 1246.245 2 1052.269 1 34 min -.082 1 .009 7 -.038 6 - 4.53e -3 2 1514.234 7 NC 6 35 3 max .082 6 .052 2 .122 7 9.16e -3 7 868.443 2 728.433 7 36 min -.082 1 .022 7 -.069 2 - 8.268e -3 2 1057.401 7 8187.064 2 37 4 max .082 6 .042 6 .097 7 4.117e -3 7 2374.67 6 957.844 7 38 min -.082 1 .01 1 -.06 2 - 3.673e -3 2 3583.149 1 5547.497 39 5 max .082 6 0 7 .031 6 1.915e -3 1 NC 7 NC 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 14 Company Destek Engineering, LLC Designer .lob Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec x finl LC v finl LC z finl LC x Rotate fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 40 min -.082 1 0 2 -.031 1- 1.919e -3 6 NC 2 NC 1 41 M5 1 max .015 6 0 7 .006 1 1.959e -3 6 NC 7 NC 1 42 min -.015 1 0 2 -.006 6- 1.97e -3 1 NC 2 NC 6 43 2 max .015 6 .002 7 1.291 2 9.931e-4 6 NC 7 55.768 2 44 min -.015 1 .002 2 -1.291 7 - 1.004e -3 1 NC 2 55.768 7 45 3 max .015 6 .003 7 1.811 2 2.916e -4 2 NC 7 39.735 2 46 min -.015 1 .002 2 -1.811 7 - 3.017e -4 7 NC 2 39.735 7 47 4 max .015 6 .002 7 1.289 2 9.283e -4 1 NC 7 55.768 2 48 min -.015 1 .002 2 -1.289 7 - 9.379e -4 6 NC 2 55.768 7 49 5 max .015 6 0 7 .006 6 1.894e -3 1 NC 7 NC 6 50 min -.015 1 0 2 -.006 1- 1.903e -3 6 NC 2 NC 1 51 M6 1 max .003 2 .005 7 .19 1 0 1 NC 7 300.003 1 52 min -.003 7 -.004 2 -.19 6 0 1 NC 2 300.456 6 53 2 max .002 2 .006 7 .139 1 0 1 NC 7 415.089 1 54 min -.002 7 -.004 2 -.139 6 0 1 NC 2 420.737 6 55 3 max .002 2 .005 7 .09 1 0 1 NC 7 649.714 1 56 min -.002 7 -.004 ° 2 -.089 6 0 1 NC 2 668.217 6 57 4 max 0 2 .003 7 .044 1 0 1 NC 7 1346.85 1 58 min 0 7 -.002 2 -.043 6 0 1 NC 2 1403.232 6 59 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 60 min 0 1 0 1 0 1 0 1 NC 1 NC 1 61 M7 1 max 0 1 0 1 0 1 5.049e -3 6 NC 1 NC 1 62 min 0 1 0 1 0 1- 5.052e -3 1 NC 1 NC 1 63 2 max 0 2 .051 1 .055 6 5.049e -3 6 NC 1 5061.733 6 64 min 0 7 - .051 6 -.055 1 -5.052e-3 1 NC 6 4991.926 1 65 3 max 0 2 .099 1 .1 6 5.049e -3 6 9418.456 1 4506.178 6 66 min 0 7 -.099 6 -.1 1- 5.052e -3 1 8992.992 6 4430.692 1 67 4 max .001 2 .143 1 .138 6 5.049e -3 6 NC 1 8204.068 6 68 min -.001 7 -.143 6 -.138 1 - 5.052e -3` 1 NC 6 8060.518 1 69 5 max .001 2 .186 1 .175 6 5.049e -3 6 NC 1 NC 6 70 min -.001 7 -.186 6 -.175 1 - 5.052e -3 1 NC 6 NC 1 71 M8 1 max .179 6 .001 7 .071 1 1.274e -3 6 NC 7 NC 1 72 min -.179 1 -.001 2 -.071 6 - 1.253e -3 1 1564.802 2 NC 6 73 2 max .18 6 .014 6 .025 2 8.939e -4 7 NC 6 8487.944 2 74 min -.18 1 -.005 1 -:019 7 - 8.735e -4 2 NC 1 2273.118 7 75 3 max .18 6 .02 6 .034 6 6.044e -4 7 NC 6 2054.511 6 76 min -.18 1 -.007 1 -.026 1 - 5.843e -4 2 8136.951 1 3458.439 1 77 4 max .18 6 .014 6 .064 6 1.179e -3 1 NC 6 2883.524 6 78 min -.18 1 -.005 1 -.058 1 - 1.159e -3 6 NC 1 4853.95 1 79 5 max .181 6 .001 1 .081 6 1.989e -3 1 NC 1 NC 6 80 min -.181 1 0 6 -.082 1 - 1.97e -3 6 NC 6 NC 1 81 M9 1 max .134 6 .001 7 .056 1 1.413e -3 6 NC 7 NC 1 82 min -.134 1 0 2 -.056 6- 1.402e -3 1 NC 2 NC 6 83 2 max .134 6 .014 6 .016 2 6.685e -4 6 NC 6 8487.944 2 84 min -.134 1 -.005 1 -.011 7 - 6.584e -4 1 NC 1 NC 7 85 3 max .134 6 .02 6 .032 6 1.887e -4 7 NC 6 2054.511 6 86 min -.134 1 -.008 1 -.024 1 - 1.796e -4 2 8136.951 1 3458.439 1 87 4 max .134 6 .014 6 .053 6 8.291e-4 1 NC 6 2883.524 6 88 min -.134 1 -.005 1 -.048 1 -8.21e-4 6 NC 1 4853.95 1 89 5 max .134 6 .001 1 .063 6 1.573e -3 1 NC 1 NC 6 90 min -.134 1 0 6 -.063 1 -1.566e-3 6 NC 6 NC 1 91 M10 1 max .08 6 0 7 .036 1 1.877e -3 6 NC 7 NC 1 92 min -.08 1 0 2 -.036 6 -1.879e-3 1 NC 2 NC 6 93 2 max .08 6 .015 6 .011 2 8.876e -4 6 NC 6 8487.944 2 94 min -.08 1 -.005 1 -.005 7 - 8.829e -4 1 NC 1 NC 7 95 3 max .08 6 .021 6 .031 6 1.131e-4 1 NC 6 2054.511 6 96 min -.08 1 -.008 1 -.023 1 - 1.018e -4 6 8136.951 1 3458.439 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 15 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) LC x Rotate (r... LC (n) Uv Ratio LC (n) L/z Ratio LC 97 4 max .08 6 .014 6 .042 6 1.109e -3 1 NC 6 2883.524 6 98 min -.08 1 -.005 1 -.036 1 - 1.091e -3 6 NC 1 4853.95 1 99 5 max .08 6 0 1 .041 6 2.105e -3 1 NC 1 NC 6 100 min -.08 1 0 6 -.041 1 -2.081e-3 6 NC 6 NC 1 101 M11 1 max .015 6 0 7 .007 1 2.265e -3 6 NC 7 NC 1 102 min -.015 1 0 2 -.007 6 -2.273e-3 1 NC 2 NC 6 103 2 max .015 6 .002 1 1.288 6 1.038e -3 6 NC 1 55.768 6 104 min -.015 1 _002 6 -1.288 1 - 1.048e -3 1 NC 6 55.768 1 105 3 max .015 6 .003 1 1.812 6 1.777e -4 1 NC 1 39.735 6 106 min -.015 1 .002 6 -1.812 1 - 1.897e -4 6 NC 6 39.735 1 107 4 max .015 6 .002 1 1.295 6 1.403e -3 1 NC 1 55.768 6 108 min -.015 1 .002 6 -1.295 1 - 1.417e -3 6 NC 6 55.768 1 109 5 max .015 6 0 1 .008 6 2.628e -3 1 NC 1 NC 6 110 min -.015 1 0 6 -.008 1 -2.645e-3 6 NC 6 NC 1 111 M12 1 max .002 2 .165 1 .1 1 0 1 NC 1 216.435 1 112 min -.002 7 -.165 6 -.1 6 0 1 NC 6 216.308 6 113 2 max .002 2 .121 1 .072 1 0 1 NC 1 297.36 1 114 min -.002 7 -.121 6 -.072 6 0 1 NC 6 296.382 6 115 3 max .001 2 .079 1 .045 1 0 1 NC 1 461.562 1 116 min -.001 7 -.079 6 -.046 6 0 1 NC 6 458.581 6 117 4 max 0 2 .039 1 .022 1 0 1 NC 1 949.881 1 118 min 0 7 -.039 6 -.022 6 0 1 NC 6 941.171 6 119 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 120 min 0 1 0 1 0 1 0 1 NC 1 NC 1 121 M13 1 max 0 1 0 1 0 1 7.569e -1 2 NC 1 NC 1 122 min 0 1 0 1 0 1 -7.569e-1 7 NC 1 NC 1 123 2 max 0 6 .077 1 .006 1 7.569e -1 2 5345.189 1 NC 1 124 min 0 1 -.077 6 -.006 6 -7.569e-1 7 5316.829 6 NC 6 125 3 max 0 6 .143 1 .007 1 7.568e -1 2 5257.21 1 NC 1 126 min -.001 1 -.143 6 -.007 6 - 7.568e -1 7 5224.017 6 NC 6 127 4 max 0 6 .205 1 .007 1 7.567e -1 2 9993.346 1 NC 1 128 min -.001 1 -.205 6 -.007 6 - 7.567e -1 7 9933.482 6 NC 6 129 5 max 0 6 .265 1 .012 1 7.567e -1 2 NC 1 NC 1 130 min -.001 1 -.265 6 -.011 6 - 7.567e -1 7 NC 6 NC 6 131 M14 1 max .185 6 .001 1 .07 1 1.35e -3 6 NC 1 NC 1 132 min -.185 1 0 6 -.07 6 -1.332e-3 1 NC 6 NC 6 133 2 max .186 6 .069 6 .163 6 8.142e -3 1 810.618 6 383.588 6 134 min -.186 1 -.027 1 -.144 1 - 7.778e -3. 6 691.549 1 497.329 1 135 3 max .186 6 .123 6 .302 6 1.762e -2 1 593.951 6 242.43 6 136 min -.186 1 -.063 1 -.274 1 -1.691e-2 6 501.936 1 306.384 1 137 4 max .187 6 .101 6 .256 6 1.036e -2 1 931.441 6 324.47 6 138 min -.187 1 -.06 1 -.237 1 - 9.993e -3 6 777.611 1 402.273 1 139 5 Imax .188 6 .002 2 .083 6 3.095e -3 1 NC 2 NC 6 140 min -.187 1 -.001 7 -.083 1 - 3.08e -3 6 NC 7 NC 1 141 M15 1 max .139 6 .001 1 .051 1 1.85e -3 6 NC 1 NC 1 142 min -.139 1 0 6 -.051 6 -1.844e-3 1 NC 6 NC 6 143 2 max .139 6 .014 6 .013 2 8.664e -4 6 NC 6 NC 2 144 min -.139 1 -.005 1 -.008 7 - 8.602e -4 1 NC 1 8487.944 7 145 3 max .139 6 .02 6 .03 6 1.7e -4 2 NC 6 2054.511 6 146 min -.139 1 -.007 1 -.023 1 - 1.639e -4 7 8136.951 1 3458.439 1 147 4 max .139 6 .014 6 .048 6 1.107e -3 1 NC 6 2883.524 6 148 min -.139 1 -.005 1 -.043 1 -1.101e-3 6 NC 1 4853.95 1 149 5 max .139 6 .001 2 .054 6 2.09e -3 1 NC 2 NC 6 150 min -.139 1 0 7 -.054 1 -2.084e-3 6 NC 7 NC 1 151 M16 1 max .085 6 0 1 .028 1 1.728e -3 6 NC 1 NC 1 152 min -.085 1 0 6 -.028 6 -1.701e-3 1 NC 6 NC 6 153 2 max .086 6 .055 6 .041 1 3.743e -3 1 1857.38 6 7485.604 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 16 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) in LC z in LC x Rotate fr... LC (n) L/v Ratio LC(n) L/z Ratio LC 154 min -.085 1 -.014 1 -.012 6 - 3.397e -3 6 2375.143 1 1779.995 6 155 3 max .086 6 .098 6 .032 2 9.187e -3 1 1216.237 6 2880.147 2 156 min -.086 1 -.038 1 .01 7 - 8.522e -3 6 1532.563 1 1519.074 7 157 4 max .086 6 .079 6 .037 6 5.488e -3 1 1715.506 6 1013.596 6 158 min -.085 1 -.038 1 -.007 1 - 5.157e -3 6 2147.808 1 3433.122 1 159 5 max .085 6 0 2 .031 6 1.79e -3 1 NC 2 NC 6 160 min -.085 1 0 7 -.031 1 -1.791e-3 6 NC 7 NC 1 161 M17 1 max .016 6 0 6 .005 6 1.644e -3 6 NC 6 NC 6 162 min -.016 1 0 1 -.005 1 -1.656e-3 1 NC 1 NC 1 163 2 max .016 6 -.002 6 1.289 1 7.517e -4 6 NC 6 55.768 1 164 min -.016 1 -.002 1 -1.289 6 - 7.606e -4 1 NC 1 55.768 6 165 3 max .016 6 -.002 6 1.812 1 1.421e-4 7 NC 6 39.735 1 166 min -.016 1 -.003 1 -1.812 6 - 1.477e -4 2 NC 1 39.735 6 167 4 max .016 6 -.002 6 1.294 1 1.03e -3 1 NC 6 55.768 1 168 min -.016 1 -.002 1 -1.294 6 - 1.032e -3 6 NC 1 55.768 6 169 5 max .016 6 0 7 .006 1 1.925e -3 1 NC 7 NC 1 170 min -.016 1 0 2 -.006 6- 1.924e -3 6 NC 2 NC 6 171 M18 1 max .004 6 .198 1 .005 6 4.741e-1 7 NC 1 295.784 6 172 min -.004 1 -.198 6 -.005 1 -4.741e-1 2 NC 6 296.501 1 173 2 max .003 6 .147 1 .004 6 3.556e -1 7 NC 1 398.62 6 174 min -.003 1 - .148 6 -.006 1 - 3.556e -1 2 NC 6 404.217 1 175 3 max .002 6 .097 1 .004 6 2.371e-1 7 NC 1 605.123 6 176 min -.002 1 -.098 6 -.005 1 - 2.371e -1 2 NC 6 621.764 1 177 4 max .001 6 .048 1 .002 6 1.185e -1 7 NC 1 1222.147 6 178 min -.001 1 -.049 6 -.003 1 - 1.185e -1 2 NC 6 1269.701 1 179 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 180 min 0 1 0 1 0 1 0 1 NC 1' NC 1 181 M19 1 max 0 1 0 1 0 1 6.518e -3 6 NC 1 NC 1 182 min 0 1 0 1 0 1 -6.521e-3 1 NC 1 NC 1 183 2 max 0 7 .058 1 .052 1 6.518e -3 6 5007.881 1 1068.356 1 184 min 0 2 -.058 6 -.052 6- 6.521e -3 1 5017.428 6 1067.953 6 185 3 max 0 7 .105 1 .1 1 6.518e -3 6 4735.779 1 562.648 1 186 min -.001 2 - .105 6 -.1 6 - 6.521e -3 1 4770.062 6 562.508 6 187 4 max .001 7 .146 1 .155 1 6.518e -3 6 8921.742 1 360.702 1 188 min -.002 2 -.146 6 -.155 6 - 6.521e -3 1 9001.531 6 360.955 6 189 5 max .001 7 .186 1 .228 1 6.518e -3 6 NC 1 245.093 1 190 min -.002 2 -.186 6 -.228 6 - 6.521e -3 1 NC 6 245.397 6 191 M20 1 max .191 6 .002 2 .074 1 9.31e-4 6 NC 2 NC 1 192 min -.191 1 -.001 7 -.074 6 - 9.18e -4 1 NC 7 NC 6 193 2 max .191 6 .014 7 .035 1 7.644e -4 2 NC 7 2802.599 1 194 min -.191 1 -.005 2 -.03 6 - 7.498e -4 7 NC 2 8487.944 6 195 3 max .192 6 .02 7 .035 7 9.008e -4 2 NC 7 2054.511 7 196 min -.192 1 -.007 2 -.028 2 - 8.847e -4 7 8136.951 2 3458.439 2 197 4 max .192 6 .014 7 .047 6 1.447e -3 1 NC 7 8487.944 6 198 min -.192 1 -.005 2 -.041 1 - 1.43e -3 6 NC 2 895.763 1 199 5 max .192 6 .001 2 .079 6 2.236e -3 1 NC 2 NC 6 200 min -.192 1 0 7 -.08 1 -2.216e-3 6 NC 7 658.28 1 201 M21 1 max .136 6 .001 2 .06 1 1.459e -3 6 NC 2 NC 1 202 min -.136 1 0 7 -.06 6- 1.454e -3 1 NC 7 NC 6 203 2 max .136 6 .014 7 .03 1 6.82e -4 6 NC 7 NC 1 204 min -.136 1 -.005 2 -.025 6 - 6.764e -4 1 NC 2 8487.944 6 205 3 max .136 6 .02 7 .03 7 1.674e -4 2 NC 7 2054.511 7 206 min -.136 1 -.007. 2 -.022 2 - 1.615e -4 7 8136.951 2 3458.439 2 207 4 max .136 6 .014 7 .036 7 8.79e -4 1 NC 7 2883.524 7 208 min -.136 1 -.005 2 -.031 2 - 8.727e -4 6 NC 2 4853.95 2 209 5 max .136 6 .001 2 .059 6 1.657e -3 1 NC 2 NC 6 210 min -.136 1 0 7 -.059 1 - 1.65e -3 6 NC 7 NC 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 17 211M22 1 max .082 6 0 2 .039 1 2.041 a -3 6 NC 2 NC 1 212 min -.082 1 0 7 -.039 6 -2.041e-3 1 NC 7 NC 6 213 2 max .082 6 .014 7 .019 1 1.085e -3 6 NC 7 NC 1 214 min -.082 1.. -.005 2 -.014 6 - 1.079e -3 1 NC 2 8487.944 6 215 3 max .082 6 .02 7 .03 7 1.286e -4 6 NC 7 2054.511 7 216 min -.082 1 -.008 2 -.022 2 - 1.164e -4 1 8136.951 2 3458.439 2 217 4 max .082 6 .014 7 .031 7 8.457e -4 1 NC 7 2883.524 7 218 min -.082 1 -.005 2 -.025 2 - 8.275e -4 6 NC 2 4853.95 2 219 5 max .082 6 .001 2 .038 6 1.808e -3 1 NC 2 NC 6 220 min -.082 1 0 7 -.037 1= 1.784e -3 6 NC 7 NC 1 221 M23 1 max .016 6 0 7 .007 6 2.443e -3 6 NC 7 NC 6 222 min -.016 1 0 2 -.007 1- 2.439e -3 1 NC 2 NC 1 223 2 max .016 6 -.002 7 1.29 2 1.218e -3 6 NC 7 55.768 2 224 min -.016 1 -.002 2 -1.29 7 - 1.218e -3 1. NC 2 55.768 7 225 3 max .016 6 -.002 7 1.812 2 9.328e -5 2 NC 7 39.735 2 226 min -.016 1 -.003 2 -1.812 7 - 9.888e -5 7 NC 2 39.735 7 227 4 max .016 6 -.002 7 1.293 2 1.223e -3 1 NC 7 55.768 2 228 min -.016 1 -.002 2 -1.293 7 - 1.234e -3 6 NC 2 55.768 7 229 5 max .016 6 0 7 .007 1 2.444e -3 1 NC 7 NC 1 230 min -.016 1 0 2 - .007 6- 2.459e -3 6 NC 2 NC 6 231 M24 1 max .003 6 .171 1 .112 6 0 1 NC 1 961.313 6 232 min -.003 1 -.172 6 -.112 1 0 1 NC 6 969.65 1 233 2 max .002 6 .128 1 .085 6 0 1 NC 1 1305.634 6 234 min -.002 1 -.129 6 -.086 1 0 1 NC 6 1389.284 1 235 3 max .001 6 .085 1 .058 6 0 1 NC 1 1999.63 6 236 min -.001 086 6 -:059 1 0 1 NC 6 2271.129 1 237 4 max 0 _L 6 .042 1 .029 6 0 1 NC 1 4068.514 6 238 min 0 1 -.043 .6 -.03 1 0 1 NC 6 4898.48 1 239 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 240 min 0 1 0 1 0 1 0 j_ 1 NC 1 241 M25 1 max 0 1 0 1 0 1 7.645e -1 6 NC 1 NC 1 242 min 0 1 0 1 0 1 -7 645e -1 1 NC 1 NC 1 243 2 max 0 7 .004 7 .078 1 7.645e -1 6 NC 7 718.742 1 244 min 0 2 -.004 2 -.078 6- 7.645e -1 1 NC 2 718.505 6 245 3 max 0 7 .005 7 .144 1 7.644e -1 6 NC 7 390.226 1 246 min -.001 2 -.005 2 -.144 6 - 7.644e -1 1 NC 2 390.125 6 247 4 max 0 7 .007 7 .217 1 7.644e -1 6 7774.206 7 257.715 1 248 min -.001 2 -.007 2 -.217 6 - 7.644e -1 1 7532.133 2 257.679 6 249 5 max 0 7 .014 7 .305 1 7.644e -1 6 4017.582 7 183.86 1 250 min -.001 2 -.014 2 -.305 6 - 7.644e -1 1 3872.584 2 183.845 6 251 M26 1 max .192 6 .001 2 .08 1 2.542e -3 6 NC 2 NC 1 252 min -.192 1 0 7 -.08 6- 2.523e -3 1 NC 7 NC 6 253 2 max .192 6 .067 7 .167 7 7.668e -3 2 939.761 7 415.156 7 254 min -_192 1 -.029 2 -.148 2 - 7.337e -3 7 793.885 2 538856 2 255 3 max .191 6 .111 7 .271 7 1.561e-2 2 671.349 7 270.286 7 256 min -.191 1 -.056 2 -.245 2 - 1.497e -2 7 563.846 2 344.62 2 257 4 max .191 6 .086 7 .211 7 8.972e -3 2 1022.959 7 370.868 7 258 min -.191 1 -.048 2 -.193 2 - 8.644e -3 7 852.448 2 466.518 2 259 5 max .191 6 .002 6 .074 6 2.329e -3 2 NC 6 NC 6 260 min -.191 1 -.001 1 -.074 1 - 2.317e -3 7 NC _1 NC 1 261 M27 1 max .138 6 .001 2 .055 1 1.964e -3 6 NC 2 NC 1 262 min -.138 1 0 7 -.055 6- 1.957e -3 1 NC 7 NC 6 263 2 max .138 6 .014 7 .033 1 1.031e -3 6 NC 7 8487.944 1 264 min -.138 1 -005 2 -.028 6 - 1.025e -3 1 NC 2 NC 6 265 3 max .138 6 .02 7 .029 7 2.287e -4 2 NC 7 2054.511 7 266 min -.138 1 -.007 2 -.022 2 - 2.236e -4 7 8136.951 - 2 3458.439 2 ' 267 4 max .138 6 .014 7 ,031 7 8.387e -4 1 NC 7 2883.524 7 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) mber Sec x fi 268 min -.138 1 -.005 2 -.026 2 - 8.345e -4 6 NC 2 4853.95 2 269 5 max .138 6 .001 6 .056 6 1.771 e -3 1 NC 6 NC 6 270 min -.138 1 0 1 -.056 1 -1.767e-3 6 NC 1 NC 1 271 M28 1 max .085 6 .001 2 .032 1 1.826e -3 6 NC 2 NC 1 272 min -.085 1 0 7 -.032 6 -1.801e-3 1 NC 7 NC 6 273 2 max .085 6 .057 7 .034 1 3.804e -3 2 2067.195 7 1616.008 1 274 min -.085 1 -.018 2 -.007 6 - 3.492e -3 7 2673.503 2 NC 6 275 3 max .085 6 .089 7 .027 6 8.239e -3 2 1393.717 7 3128.902 6 276 min -.085 1 -.034 2 .012 1 - 7.639e -3 7 1788.939 2 1641.903 2399.569 1 6 277 4 max .085 6 .066 7 .044 6 4.458e -3 2 2023.03 7 278 min -.085 1 -.028 2 -.017 1 - 4.158e -3 7 2599.875 2 4427.844 1 279 5 max .085 6 0 6 .032 6 1.954e -3 1 NC 6 NC 6 280 min -.085 1 0 1 -.032 1 -1.955e-3 6 NC 1 NC 1 281 M29 1 max .016 6 0 7 .006 6 1.942e -3 6 NC 7 NC 6 282 min -.016 1 0 2 -.006 1 -1.955e-3 1 NC 2 NC 1 283 2 max .016 6 -.002 7 1.29 2 9.744e -4 6 NC 7 55.768 2 284 min -.016 1 -.002 2 -129 7 - 9.834e -4 1 NC 2 55.768 7 285 3 max .016 6 -.002 7 1.812 2 1.048e -5 2 NC 7 39.735 2 286 min -.016 1 -.003 2 -1.812 7 - 1.487e -5 7 NC 2 39.735 7 287 4 max .016 6 -.002 7 1.292 2 9.602e -4 1 NC 7 55.768 2 288 min -.016 1 -.002 2 -1.292 7 - 9.6e -4 6 NC 2 55.768 7 289 5 max .016 6 0 1 .006 1 1.932e -3 1 NC 1 NC 1 290 min -.016 1 0 6 -.006 6 -1.927e-3 6 NC 6 NC 6 291 M30 1 max .004 7 .005 7 .208 6 4.741e -1 1 695.378 7 NC 6 292 min -.004 2 -.005 2 -.208 1 -4.741e-1 6 699.029 2 NC 1 293 2 max .003 7 .005 7 .159 6 3.556e -1 1 932.997 7 NC 6 294 min -.003 2 -.006 2 -.16 1 - 3.556e -1 6 944249 2 8373.134 1 295 3 max .002 7 .004 7 .109 6 2.371e-1 1 1409.282 7 7842.411 6 296 min -.002 2 -.005 2 -.11 1 - 2.371e -1 6 1437.184 2 5965.858 1 297 4 max .001 7 .002 7 .055 6 1.185e -1 1 2834.613 7 NC 6 298 min -.001 2 -.003 2 -.056 1 - 1.185e -1 6 2908.967 2 8373.134 1 299 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 300 min 0 1 0 1 0 1 0 1 NC 1 NC 1 301 M31 1 max 0 1 0 1 0 1 6.455e -3 6 NC 1 NC 1 302 min 0 1 0 1 0 1 -6.456e-3 1 NC 1 NC 1 303 2 max 0 1 .053 6 .057 1 6.455e -3 6 NC 6 984.301 1 304 min 0 6 -.053 1 -.057 6 -6.456e-3 1 NC 1 983.677 6 305 3 max 0 1 .101 6 .103 1 6.455e -3 6 9156.607 6 543.715 1 306 min -.001 6 -.101 1 -.103 6 - 6.456e -3 1 9317.955 1 543.533 6 307 4 max .001 1 .146 6 .154 1 6.455e -3 6 NC 6 363.175 1 308 min -.002 6 -.146 1 -.154 6 -6.456e-3 1 NC 1 362.861 6 309 5 max .001 1 .19 6 .222 1 6.455e -3 6 NC 6 251.962 1 310 min -.002 6 -.19 1 -.223 6 - 6.456e -3 1 NC 1 251.669 6 311 M32 1 max .187 6 .002 6 .082 1 2.653e -3 6 NC 6 NC 1 312 min -.187 1 -.001 1 -.083 6 -2.641e-3 1 NC 1 NC 6 313 2 max .187 6 .014 1 .065 1 1.76e -3 6 NC 1 2883.524 1 314 min -.187 1 -.005 6 -.059 6 - 1.746e -3 1 NC 6 4853.95 6 315 3 max .186 6 .02 1 .035 1 8.672e -4 6 NC 1 2054.511 1 316 min -.186 1 -.007 6 -.027 6 - 8.507e -4 1 8136.951 6 3458.439 6 317 4 max .185 6 .015 1 .026 7 1.213e -3 2 NC 1 8487.944 7 318 min -.185 1 -.005 6 -.021 2 - 1.194e -3 7 NC 6 2006.838 2 319 5 max .185 6 0 6 .07 6 1.603e -3 2 NC 6 NC 6 320 min -.185 1 0 1 -.07 1- 1.582e -3 7 NC 1 NC 1 321 M33 1 max .137 6 .001 6 .058 1 1.77e -3 6 NC 6 NC 1 322 min -.137 1 0 1 -.058 6.1.766e -3 1 NC 1 NC 6 323 2 max .137 6 _ .014 _ 1 .05 1 9.557e -4 6 NC 1 2883.524 1 324 min -.137 1 -.005 6 -.045 6 - 9.509e -4 1 NC 6 4853.95 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 19 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec in LC v lint LC z finl LC x Rotate (r... LC (n) L/v Ratio LC (n) L/z Ratio LC 325 3 max .137 6 .02 1 .03 1 2.136e -4 2 NC 1 2054.511 1 326 min -.137 1 -.007 6 -.022 6 - 2.081e -4 7 8136.951 6 3458.439 6 327 4 max .137 6 .014 1 .017 7 6.786e -4 1 NC 1 8487.944 7 328 min -.137 1 -.005 6 -.011 2 - 6.723e -4 6 NC 6 NC 2 329 5 max .137 6 0 6 .056 6 1.493e -3 1 NC 6 NC 6 330 min -.137 1 0 1 -.056 1 -1.486e-3 6 NC 1 NC 1 331 M34 1 max .083 6 0 6 .037 1 1.873e -3 6 NC 6 NC 1 332 min -.083 1 0 1 -.037 6 - 1.874e -3 9 NC ,1 NC 6 333 2 max .083 6 .014 1 .039 1 9.829e -4 6 NC 1 2883.524 1 334 min -.083 1 -.005 6 -.034 6 - 9.762e -4 1 NC 6 4853.95 6 335 3 max .083 6 .02 1 .029 1 1.422e -4 7 NC 1 2054.511 1 336 min -.083 1 -.008 6 -.022 6 - 1.283e -4 2 8136.951 6 3458.439 6 337 4 max .083 6 .014 1 .012 7 8.191e-4 1 NC 1 8487.944 7 338 min -.083 1 -.005 6 -.006 2 - 7.982e -4 6 NC 6 NC 2 339 5 max .083 6 0 6 .035 6 1.717e -3 1 NC 6 NC 6 340 min -.083 1 0' 1 -.035 1 - 1.689e -3 6 NC 1 NC 1 341 M35 1 max .016 6 0 1 .007 6 2.428e -3 6 NC 1 NC 6 342 min -.016 1 0 6 -.007 1- 2.423e -3 1 NC 6 NC 1 343 2 max .016 6 -.002 1 1.295 6 1.253e -3 6 NC 1 55.768 6 344 min -.016 1 -.002 6 -1.295 1 - 1.254e -3 1 NC 6 55.768 1 345 3 max .016 6 -.002 1 1.812 6 1.496e -4 7 NC 1 39.735 6 346 min -.016 1 -.003 6 -1.812 1 - 1.554e -4 2 NG 6 39.735 1 347 4 max .016 6 -.002 1 1.288 6 1.084e -3 1 NC 1 55.768 6 348 min -.016 1 -.002 6 -1.288 1 - 1.095e -3 6 NC 6 55.768 1 349 5 max .015 6 0 1 .007 1 2.253e -3 1 NC 1 NC 1 350 min -.016 1 0 6 -.007 6 -2.269e-3 6 NC 6 NC 6 351 M36 1 max .003 7 .171 6 .112 6 0 1 971.3 6 NC 6 352 min -.003 2 -.171 1 -.112 1 0 1 963.567 1 NC 1 353 2 max .002 7 .131 6 .087 6 0 1 1317.903 6 9773.613 6 354 min -.002 2 -.131 1 -.087 1 0 1 1290.632 1 NC 1 355 3 max .002 7 .089 6 .061 6 0 1 2016.146 6 6963.7 6 356 min -.002 2 -.089 1 -.06 1 0 1 1945.785 1 7640.385 1 357 4 max 0 7 .045 6 .031 6 0 1 4098.235 6 9773.613 6 358 min 0 2 -.045 1 -.031 1 0 1 3907.642 1 NC 1 359 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 360 min 0 1 0 1 0 1 0 1 NC 1 NC 1 361 M37 1 max 0 1 0 1 0 1 8.212e -1 7 NC 1 NC 1 362 min 0 1 0 1 0 1- 8.212e -1 2 NC 1 NC 1 363 2 max 0 1 .077 6 .001 6 8.212e -1 7 5088.833 6 NC 6 364 min 0 6 -.077 1 -.001 1 -8.212e-1 2 5075.067 1 NC 1 365 3 max 0 1 .144 6 0 1 8.213e -1 7 4726.944 6 NC 1 366 min 0 6 -.144 1 0 6 -8.213e-1 2 4717.775 1 NC 6 367 4 max 0 1 .204 6 .007 1 8.214e -1 7 9176.777 6 8017.534 1 368 min 0 6' -.204 1 -.007 6 - 8.214e -1 2 9157.34 1 7736.793 6 369 5 max 0 1 .264 6 .018 1 8.214e -1 7 NC 6 3149.076 1 370 min 0 6 -.264 1 -.018 6 -8.214e-1 2 NC 1 3049.051 6 371 M38 1 max .18 6 0 6 .081 1 2.355e -3 6 NC 6 NC 1 372 min -.18 1 0 1 -.081 6 -2.333e-3 1 NC 9 NC 6 373 2 max .18 6 .077 1 .184 1 7.612e -3 6 1625.464 1 466.872 1 374 min -.18 1 -.048 6 -_17 6 - 7.356e -3 1 1317.01 6 581.159 6 375 3 max .179 6 .106 1 .209 1 1.287e -2 6 1054.562 1 328.607 1 376 min -.179 1 -.064 6 -.189 6 - 1.238e -2 1 864.249 6 410.357 6 377 4 max .179 6 .07 1 .108 1 5.976e -3 6 1458.017 1 485.093 1 378 min -.178 1 -.041 6 -.094 6 - 5.724e -3 1 1204.855 6 609.658 6 379 5 max .178 6 0 7 .07 6 1.028e -3 2 NC 7 NC 6 380 min -.178 1 0 2 -.07 1- 1.016e -3 7 NC 2 NC 1 381 M39 1 max .137 6 0 6 .058 1 1.904e -3 6 NC 6 NC 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 20 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) ember Sec x in LC v (inl LC z in LC x Rotate Er... LC (n) L/v Ratio LC (n) Liz Ratio LC 382 min -.137 1 0 1 -.058 6- 1.895e -3 1 NC 1 NC 6 383 2 max .137 6 .015 1 .05 1 9.962e -4 6 NC 1 2883.524 1 384 min -.137 1 -.005 6 -.045 6 - 9.904e -4 1 NC 6 4853.95 6 385 3 max .137 6 .021 1 .031 1 8.881e-5 6 NC 1 2054.511 1 386 min - .137 1 -.008 6 -.023 6 - 8.532e -5 1 8136.951 6 3458.439 6 387 4 max .137 6 .015 1 .01 6 8.197e -4 1 NC 1 4853.95 6 388 min -.137 1 -.005 6 -.005 1 - 8.185e -4 6 NC ' 6 2883.524 1 389 5 max .137 6 0 7 .053 6 1.725e -3 1 NC 7 NC 6 390 min -.137 1 0 2 -.053 1- 1.726e -3 6 NC 2 NC 1 391 M40 1 max .083 6 0 6 .034 1 2.122e -3 6 NC 6 NC 1 392 min -.083 1 0 1 -.033 6 -2.093e-3 1 NC 1 NC 6 393 2 max .083 6 .064 1 .066 1 2.183e -3 6 6680.978 1 900.548 1 394 min -.083 1 -.034 6 -.046 6 - 1.952e -3 1 NC 6 1593.259 6 395 3 max .083 6 .074 1 .059 1 2.244e -3 6 5903.177 1 766.81 1 396 min -.083 1 -.032 6 -.03 6 - 1.811e -3 1 NC 6 1644.439 6 397 4 max .083 6 .039 1 .017 1 2.045e -4 7 NC 1 1418.883 1 398 min -.083 1 -.01 6 .003 6 2.374e -5 2 NC 6 4506.368 6 399 5 max .083 6 0 7 .031 6 1.873e -3 1 NC 7 NC 6 400 min -.083 1 0 2 -.031 1 - 1- .85e -3 6 NC 2 NC 1 401 M41 1 max .016 6 0 6 .006 1 2.021e-3 6 NC 6 NC 1 402 min -.016 1 0 1 -.006 6- 2.039e -3 1 NC 1 NC 6 403 2 max .016 6 .002 6 1.294 1 1.057e -3 6 NC 6 55.768 1 404 min -.016 1 .002 1 -1.294 6 -1.071e-3 1 NC 1 55.768 6 405 3 max .016 6 .003 6 1.812 1 1.082e -4 7 NC 6 39.735 1 406 min -.016 1 .002 1 -1.812 6 - 1.186e -4 2 NC 1 39.735 6 407 4 max .016 6 .002 6 1.288 1 8.65e -4 1 NC 6 55.768 1 408 min -.016 1 .002 1 -1.288 6 - 8.715e -4 6 NC 1 55.768 6 409 5 max .016 6 0 7 .005 6 1.833e -3 1 NC 7 NC 6 410 min -.016 1 0 2 -.005 1 -1.836e-3 6 NC 2 NC 1 411 M42 1 max .004 1 .198 6 .004 6 5.114e -1 2 295.993 6 NC 6 412 min -.004 6 -.198 1 -.004 1 - 5.114e -1 7 295.367 1 NC 1 413 2 max .003 1 .149 6 .005 6 3.836e -1 2 396.829 6 NC 6 414 min -.003 6 -.149 1 -.004 1 - 3.836e -1 7 394.869 1 NC 1 415 3 max .002 1 .1 6 .005 6 2.557e -1 2 598.885 6 NC 6 416 min -.002 6 -.1 1 -.003 1 - 2.557e -1 7 594.048 1 NC 1 417 4 max .001 1 .051 6 .003 6 1.279e -1 2 1203.73 6 NC 6 418 min -.001 6 -.05 1 -.002 1 - 1.279e -1 7 1190.937 1 NC 1 419 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 420 min 0 1 0 1 0 1 0 1 NC 1 NC 1 421 M43 1 max 0 1 0 1 0 1 5.396e -1 7 NC 1 NC 1 422 min 0 1 0 1 0 1 -5.396e-1 2 NC 1 NC 1 423 2 max 0 2 .056 6 .051 6 5.396e -1 7 4620.767 6 5427.378 6 424 min 0 7 -.056 1 -:051 1 -5.396e-1 2 4582.318 1 5445.939 1 425 3 max 0 2 .103 6 .098 6 5.396e -1 7 3590.758 6 3365.222 6 426 min 0 7 -.103 1 -.098 1 -5.396e-1 2 3563.968 1 3366.413 1 427 4 max 0 2 .141 6 .136 6 5.395e -1 7 5568.338 6 4232.877 6 428 ; min 0 7 -.141 1 -.136 1- 5.395e -1 2 5508.313 1 4249.035 1 429 5 max 0 2 .175 6 .163 6 5.395e -1 7 NC 6 NC 6 430 min 0 7 -.175 1 -.164 1 -5.395e-1 2 NC 1 NC 1 431 M44 1 max .175 6 0 7 .076 1 1.748e -3 7 NC 7 NC 1 432 min -.176 1 0 2 -.076 6 -1.732e-3 2 NC 2 NC 6 433 2 max .175 6 .014 2 .045 1 1.245e -3 7 NC 2 8487.944 1 434 min -.175 1 -.005 7 -.039 6 - 1.228e -3 2 NC 7 NC 6 435 3 max .175 6 .02 2 .034 2 7.414e -4 7 NC 2 2054.511 2 436 min -.175 1 -.007 7 -.027 7 - 7.234e -4 2 8136.951 7 3458>439 7 437 4 max .176 6 .014 2 .035 6 7.632e -4 1 NC 2 NC 6 438 min -.175 1 -.005 7 -.03 1 - 7.44e -4 6 NC 7 8487.944 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 21 Company Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) Member Sec x in LC v finl LC z in LC x Rotate ir... LC (n) L/v Ratio LC (n) L/z Ratio LC 439 5 max .176 6 .002 7 .073 6 1.5e -3 1 NC 7 NC 6 440 min -.175 1 -.001 2 -.073 1 - 1.48e -3 6 NC 2 NC 1 441 M45 1 max .134 6 0 7 .059 1 1.568e -3 6 NC 7 NC 1 442 min -.134 1 0 2 -.059 6- 1.568e -3 1 NC 2 NC 6 443 2 max .134 6 .014 2 .036 1 7.914e -4 6 NC 2 8487.944 1 444 min -.134 1 -.005 7 -.031 6 - 7.887e -4 1 NC 7 NC 6 445 3 max .134 6 .02 2 .029 2 2.339e -4 7 NC 2 2054.511 2 446 min -.134 1 -.007 7 -.022 7 - 2.285e -4 2 8136.951 7 3458.439 7 447 4 max .134 6 .014 2 .027 6 7.704e -4 1 NC 2 NC 6 448 min -.134 1 -.005 7 -.021 1 - 7.623e -4 6 NC 7 8487.944 1 449 5 max .134 6 .001 7 .056 6 1.55e -3 1 NC 7 NC 6 450 min -.134 1 0 2 -.056 1 -1.539e-3 6 NC 2 NC 1 451 M46 1 max .081 6 0 7 .037 1 2.071e -3 6 NC 7 NC 1 452 min -.081 1 0 2 -.037 6 -2.049e-3 1 NC 2 NC 6 453 2 max .081 6 .014 2 .028 2 1.081e -3 6 NC 2 2883.524 2 454 min -.081 1 -.005 7 -.023 7 - 1.066e -3 1 NC 7 4853.95 7 455 3 max .081 6 .021 2 .028 2 9.141e -5 6 NC 2 2054.511 2 456 min -.081 1 -.008 7 -.021 7 - 8.189e -5 1 8136.951 7 3458.439 7 457 4 max .081 6 .014 2 .017 6 9.018e -4 1 NC 2 NC 6 458 min -.081 1 -.005 7 -.011 1 - 8.983e -4 6 NC 7 8487.944 1 459 5 max .081 6 0 7 .035 6 1.886e -3 1 NC 7 NC 6 460 min -.081 1 0 2 -.035 1- 1.888e -3 6 NC 2 NC 1 461 M47 1 max .015 6 0 7 .007 1 2.353e -3 6 NC 7 NC 1 462 min -.015 1 0 2 -.007 6 -2.357e-3 1 NC 2 NC 6 463 2 max .015 6 .002 7 1.293 2 1.209e -3 6 NC 7 55.768 2 464 min -.015 1 .002 2 - 1.293 7 - 1.214e -3 1 NC 2 55.768 7 465 3 max .015 6 .003 7 1.812 2 6.513e -5 6 NC 7 39.735 2 466 min -.015 1 .002 2 -1.812 7 - 7.16e -5 1 NC 2 39.735 7 467 4 max .015 6 .002 7 1.289 2 1.071e-3 1 NC 7 55.768 2 468 min -.015 1 .002 2 -1.289 7 - 1.079e -3 6 NC 2 55.768 7 469 5 max .015 6 0 7 .007 6 2.214e -3 1 NC 7 NC 6 470 min -.015 1 0 2 -.007 1 -2.223e-3 6 NC 2 NC 1 471 M48 1 max .003 2 .164 6 .1 1 3.352e -1 2 217.87 6 NC 1 472 min -.003 7 -.163 1 -.099 6 - 3.352e -1 7 217.763 1 NC 6 473 2 max .002 2 .123 6 .074 1 2.514e -1 2 292.663 6 NC 1 474 min -.002 7 -.122 1 -.072 6 - 2.514e -1 7 292.327 _ 1 NC 6 475 3 max .002 2 .083 6 .048 1 1.676e -1 2 442.65 6 NC 1 476 min -.001 7 -.081 1 -.046 6 - 1.676e -1 7 441.813 1 NC 6 477 4 max 0 2 .042 6 .024 1 8.381e-2 2 891.309 6 NC 1 478 min 0 7 -.041 1 -.023 6 -8.381e-2 7 889.079 1 NC 6 479 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 480 min 0 1 0 1 0 1 0 1 NC 1 NC 1 481 M49 1 max .007 7 2.501 1 .003 7 7.401e-3 6 1.308 1 1365.678 7 482 min -.007 2 - 2.501 6 -.004 2 -7.401e-3 1 1.308 6 1323.245 2 483 2 max .007 7 1.928 1 .002 7 7.105e -3 6 1.744 1 2147.984 7 484 min -.007 2 -1.928 6 -.003 2 - 7.105e -3 1 1.744 6 2068.885 2 485 3 max .007 7 1.355 1 .002 7 6.809e -3 6 2.616 1 3793.982 7 486 min -.007 2 -1.355 6 -.002 2 - 6.809e -3 1 2.616 6 3631.337 2 487 4 max .007 7 .781 1 .001 7 6.513e -3 6 5.233 1 8859.72 7 488 min -.007 2 -.781 6 -.002 2 - 6.513e -3 1 5.233 6 8428.352 2 489 5 max .007 7 .208 1 0 7 6.217e -3 6 NC 1 NC 7 490 min -.007 2 -.208 6 -.001 2 - 6.217e -3 1 NC 6 NC 2 491 M50 1 max .005 7 2.384 1 .001 7 3.965e -3 6 1.308 1 NC 7 492 min -.005 2 -2.384 6 -.002 2 - 3.964e -3 1 1.308 6 NC 2 493 2 max .005 7 1.81 1 .001 7 4.153e -3 6 1.744 1 NC 7 494 min -.005 2 -1.81 6 - .002 2 - 4.152e -3 1 1.744 6 NC 2 495 3 max .005 7 1.237 1 .001 7 4.341e -3 6 2.616 1 NC 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 22 Company : Destek Engineering, LLC Designer .lob Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) r... LC (n) L/v Ratio LC (n) L/z Ratio LC 496 min -.005 2 -1.237 6 -.001 2 - 4.34e -3 1 2.616 6 NC 2 497 4 max .005 7 .664 1 0 7 4.528e -3 6 5.232 1 NC 7 498 min -.005 2 -.664 6 ' -.001 2 - 4.527e -3 1 5.232 6 NC 2 499 5 max .005 7 .09 1 0 7 4.716e -3 6 NC 1 NC 7 500 min -.005 2 -.09 6 -.001 2 - 4.715e -3 1 NC 6 NC 2 501 M51 1 max .001 7 .016 7 2.347 1 7.645e -1 6 NC 7 NC 1 502 min -.002 2 -.015 2 -2.347 6 - 7.645e -1 1 NC 2 NC 6 503 2 max .002 7 .002 7 2.432 1 7.645e -1 6 6830.94 7 1118.874 1 504 min -.003 2 -.002 2 -2.432 6 - 7.645e -1 1 7217.458 2 1118.659 6 505 3 max .003 7 .068 7 2.636 1 7.645e -1 6 1842.282 7 331.388 1 506 min - .004 2 -.068 2 -2:636 6 - 7.645e -1 1 1805:496 2 331.377 6 507 4 max .003 7 .361 7 3.076 1 7.645e -1 6 278.343 7 131.636 1 508 min -.004 2 -.362 2 -3.076 6 - 7.645e -1 1 277.099 2 131.636 6 509 5 max .003 7 .702 7 3.564 1 7.645e -1 6 139.848 7 78.841 1 510 min -.004 2 -.704 2 -3.564 6 - 7.645e -1 1 139.435 2 78.841 6 511 M52 1 max .006 1 2.563 7 .004 6 5.424e -3 7 1.217 7 936.762 6 512 min -.006 6 - 2.563 2 -.003 1 - 5.422e -3 2 1.217 2 960.401 1 513 2 max .006 1 1.947 7 .003 6 5.118e -3 7 1.623 7 1436.195 6 514 min -.006 6 -1.947 2 -.002 1 - 5.116e -3 2 1.623 2 1479.348 1 515 3 max .006 1 1.331 7 .002 6 4.812e -3 7 2.435 7 2450.531 6 516 ` min -.006 6 -1.331 2 -.001 1 -4.81e-3 2 2.435 2 2535.311 1 517 4 max .006 1 .715 7 .001 6 4.506e -3 7 4.869 7 5473.34 6 518 min -.006 6 -.715 2 0 1 -4.504e-3 2 4.869 2 5682.507 1 519 5 max .006 1 .198 6 0 6 4.277e -3 6 NC 6 NC 6 520 min -.006 6 -.198 9 0 1 -4.275e-3 1 NC 1 NC 1 521 M53 1 max 0 6 2.501 7 .002 6 4.768e -3 6 1.218 7 NC 6 522 min 0 1 -2.501 2 -.002 1- 4.767e -3 1 1.218 2 NC 1 523 2 max 0 6 1.885 7 .002 6 4.821e-3 6 1.624 7 NC 6 524 min 0 1 -1.885 2 -.001 1 - 4.82e -3 1 1.624 2 NC 1 525 3 max 0 6 1.269 7 .002 6 4.873e -3 6 2.435 7 NC 6 526 min 0 1 - 1:269 2 -.001 1- 4.873e -3 1 2.435 2 NC 1 527 4 max 0 6 .653 7 .001 6 4.926e -3 6 4.871 7 NC 6 528 min 0 1 -.653 2 0 1- 4.925e -3 1 4.871 2 NC 1 529 5 max 0 6 .09 6 0 6 4.978e -3 6 NC 6 NC 6 530 min 0 1 -.09 1 0 1- 4.978e -3 1 NC 1 NC 1 531 M54 1 max .002 1 2.491 7 .004 1 8.212e -1 7 NC 7 NC 1 532 min - .002 6 -2.491 2 -.004 6 - 8.212e -1 2 NC 2 NC 6 533 2 max .002 1 2.519 7 .003 6 8.214e -1 7 3339.037 7 NC 6 534 min -.003 6 - 2.519 2 -.003 1 - 8.214e -1 2 3342.075 2 NC 1 535 3 max .003 1 2.663 7 .062 1 8.215e -1 7 557.254 7 1677.667 1 536 min -.004 6 -2.663 2 -:062 6 - 8.215e -1 2 557.455- 2 1646.092 6 537 4 max .003 1 3.02 7 .331 1 8.215e -1 7 181.428 7 294.268 1 538 min -.004 6 -3.02 2 -.332 6 - 8.215e -1 2 181.462 2 292.861 6 539 5 max .003 1 3.486 7 .709 1 8.215e -1 7 96.452 7 136.254 1 540 min -.004 6 -3.486 2 -.71 6 - 8.215e -1 2 96.465 2 135.862 6 541 M55 1 max .004 2 1.714 7 .003 7 4.422e -3 7 1.853 7 1753.962 7 542 min -.004 7 -1.714 2 -.002 2 - 4.418e -3 2 1.853 2 1815.455 2 543 2 max .004 2 1.309 7 .002 7 4.219e -3 7 2.471 7 2697.826 7 544 min -.004 7 -1.309 2 -.002 2 - 4.216e -3 2 2.471 2 2808.519 2 545 3 max .004 2 .905 7 .002 7 4.016e -3 7 3.707 7 4635.792 7 546 min -.004 7 - .905 2 -.001 2 - 4.013e -3 2 3.707 2 4851.527 2 547 4 max .004 2 .5 7 .001 7 3.814e -3 7 7.413 7 NC 7 548 min -.004 7 -.5 2 0 2- 3.81e -3 2 7.414 2 NC 2 549 5 max .004 2 .191 6 0 7 3.611e-3 7 NC 6 NC 7 550 min -.004 7 -.191 1 0 2 -3.607e-3 2 NC 1 NC 2 551 M56 1 max .004 1 1.655 7 .001 7 5.461e -3 6 1.853 7 NC 7 552 min -.004 6 -1.655 2 0 2 -5.462e-3 1 1.853 2 NC 2 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 23 Company Designer Job Number Destek Engineering, LLC 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) LC (nl L/v Ratio LC (n) L/z Ratio LC 553 2 max .004 1 1.25 7 .001 7 5.376e -3 6 2.471 7 NC 7 554 min -.004 6 -1.25 2 0 2 -5.378e-3 1 2.471 2 NC 2 555 3 max .004 1 .846 7 .001 7 5.292e -3 6 3.706 7 NC 7 556 min -.004 6 -.846 2 0 2 -5.294e-3 1 3.706 2 NC 2 7 557 4 max .004 1 .441 7 0 7 5.208e -3 6 7.412 7 NC 558 _ min -.004 6 -.441 2 0 2 -5.21e-3 1 7.412 2 NC 2 559 5 max .004 1 .089 6 0 7 5.123e -3 6 NC 6 NC 7 560 min -.004 6 -.089 1 0 2- 5.125e -3 1 NC 1 NC 2 561 M57 1 max 0 2 1.17 7 1.155 7 5.396e -1 7 NC 7 NC 7 562 min -.001 7 - 1.171 2 - 1.155 2 - 5.396e -1 2 NC 2 NC 2 563 2 max .002 2 1.186 7 1.184 7 5.396e -1 7 6213.325 7 3282.485 7 564 min -.002 7 -1.186 2 -1.185 2 - 5.396e -1 2 6384.46 2 3233.926 2 565 3 max .002 2 1.307 7 1.238 7 5.396e -1 7 702.751 7 1153.314 7 566 min -.003 7 -1.307 2 -1.239 2 - 5.396e -1 2 705.808 2 1146.204 2 567 4 max .002 2 1.66 7 1.297 7 5.396e -1 7 196.014 7 675.411 7 568 min -.003 7 -1.659 2 -1.298 2 - 5.396e -1 2 196.383 2 671.968 2 569 5 max .002 2 2.062 7 1.553 1 5.396e -1 7 107.661 7 223.969 1 570 min -.003 7 - 2.061 2 -1.554 6 - 5.396e -1 2 107.812 2 223.479 6 571 M58 1 max .006 6 2.193 7 .003 6 4.35e -3 6 1.321 7 1594.953 6 572 min -.006 1 -2.193 2 -.003 1 - 4.352e -3 1 1.321 2 1538.766 1 573 2 max .006 6 1.626 7 .002 6 4.347e -3 6 1.762 7 2597.654 6 574 min -.006 1 -1.626 2 -.003 1 - 4.349e -3 1 1.762 2 2485.596 1 575 3 max .006 6 1.058 7 .002 6 4.344e -3 6 2.643 7 4806.917 6 576 min -.006 1 -1.058 2 -.002 1 - 4.346e -3 1 2.643 2 4554.916 1 577 4 max .006 6 .49 7 .001 6 4.341e-3 6 5.286 7 NC 6 578 min -.006 1 -.49 2 -.002 1 - 4.343e -3 1 5.286 2 NC 1 579 5 max .006 6 .198 1 0 6 4.338e -3 6 NC 1 NC 6 580 min -.006 1 -.198 6 -.001 1 - 4.34e -3 1 NC 6 NC 1 581 M59 1 max .007 6 2.23 7 .001 6 4.857e -3 6 1.321 7 NC 6 582 min -.007 1 -2.23 2 -.002 1 - 4.855e -3 1 1.321 2 NC 1 583 2 max .007 6 1.662 7 .001 6 4.887e -3 6 1.761 7 NC 6 584 min -.007 1 - 1.663 2 -.002 1 - 4.885e -3 1 1.761 2 NC 1 585 3 max .007 6 1.095 7 .001 6 4.916e -3 6 2.642 7 NC 6 586 min -.007 1 -1.095 2 -.001 1 - 4.914e -3 1 2.642 2 NC 1 587 4 max .007 6 .527 7 0 6 4.946e -3 6 5.285 7 NC 6 588 min -.007 1 -.527 2 -.001 1 - 4.944e -3 1 5.285 2 NC 1 589 5 max .007 6 .09 1 0 6 4.976e -3 6 NC 1 NC 6 590 min -.007 1 -.09 6 0 1 -4.974e-3 1 NC 6 NC 1 591 M60 1 max .001 6 2.277 7 .018 1 7.569e -1 2 NC 7 NC 1 592 min -.002 1 -2.277 2 -.019 6 - 7.569e -1 7 NC 2 NC 6 593 2 max .002 6 2.199 7 .003 1 7.569e -1 2 1237.254 7 6297.068 1 594 min -.002 1 -2.199 2 -.003 6 - 7.569e -1 7 1237.63 2 5994.805 6 595 3 max .003 6 2.254 7 .067 1 7.569e -1 2 4279.934 7 1979.465 1 596 min -.003 1 -2:254 2 -.066 6 - 7.569e -1 7 4276.634 2 2024.084 6 597 4 max .003 6 2.546 7 .357 1 7.569e -1 2 356.414 7 282.984 1 598 min -.003 1 -2.546 2 -.356 6 - 7.569e -1 7 356.498 2 284.277 6 599 5 max .003 6 2.887 7 .697 1 7.569e -1 2 157.403 7 141.435 1 600 min -.003 1 -2.886 2 -.695 6 - 7.569e -1 7 157.431 2 141.857 6 601 M61 1 max .245 2 .191 6 .056 2 3.373e -3 1 NC 6 63.957 2 602 min -.271 7 -.191 1 -.111 7- 3.372e -3 6 NC 1 NC 7 603 2 max .245 2 .194 6 .044 2 4.067e -3 1 NC 6 85.276 2 604 min -.271 7 -.194 1 -.1 7 - 4.066e -3 6 NC 1 NC 7 605 3 max .245 2 .197 6 .032 2 4.76e -3 1 NC 6 127.944 2 606 min -.271 7 -.197 1 -.089 7 - 4.76e -3 6 NC 1 NC 7 607 4 max .245 2 .2 6 .021 2 5.454e -3 1 NC 6 256.006 2 608 min -.271 7 -.2 1 -.078 7 - 5.453e -3 6 NC 1 NC 7 609 5 max .245 2 .203 6 .009 2 6.148e -3 1 NC 6 NC 2 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 24 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) ber Sec x in LC v [inl LC z in LC x Rotate Fr... LC (n) L/v Ratio LC (n) L/z Ratio LC 610 min -.271 7 -.203 1 -.066 7 - 6.147e -3 6 NC 1 NC 7 611 M62 1 max -.012 1 .085 6 .034 2 1.592e -3 1 NC 6 NC 2 612 min -.027 6 -.085 1 -.089 7 - 1.592e -3 6 NC 1 NC 7 613 2 max -.012 1 .087 6 .027 2 1.824e -3 1 1703.566 6 NC 2 614 min - .027 6 -.087 1 -.083 7 - 1.823e -3 6 1702.668 1 NC 7 615 3 max -.012 1 .088 6 .021 2 2.055e -3 1 835.117 6 NC 2 616 min -.027 6 -.088 1 -.078 7 - 2.054e -3 6 834.695 1 NC 7 617 4 max -.012 1 .09 6 .015 2 2.286e -3 1 547.091 6 NC 2 618 min -.027 6 -.09 1 -.072 7 - 2.286e -3 6 546.825 1; NC 7 619 5 max -.012 1 .092 6 .009 2 2.518e -3 1 404.074 6 NC 2 620 min -.027 6 -.092 1 -.066 7 - 2.517e -3 6 403.885 1 NC 7 621 M63 1 max .009 2 .098 2 .073 2 2.598e -3 6 NC 2 NC 2 622 min -.066 7 -.055 7 -.055 7 - 2.599e -3 1 NC 7 NC 7 623 2 max .009 2 .136 7 .147 1 3.19e -3 6 502.209 7 1019.402 1 624 min -.066 7 -.106 2 -.135 6 - 3.19e -3 1 471.578 ' 2 966.816 6 625 3 max .009 2 .497 7 .362 1 3.782e -3 6 173.803 7 310.793 1 626 min -.066 7 -.48 2 -.355 6 -3.781e-3 1 166.158 2 300.592 6 627 4 max .009 2 1.08 7 .78 1 3.782e -3 6 84.558 7 131.97 1 628 min -.066 7 -1.077 2 -.779 6 - 3.781e -3 1 81.75 2 129.115 6 629 5 max .009 2 1.773 7 1.308 1 3.782e -3 6 52.528 7 76.475 1 630 min -.066 7 -1.783 2 -1.312 6 - 3.781e -3 1 51.059 2 75.176 6 631 M64 1 max .189 6 .179 6 .064 6 2.265e -3 2 NC 6 NC 6 632 min -.209 1 -.179 1 -.106 1 - 2.264e -3 7 NC 1 NC 1 633 2 max .189 6 .18 6 .055 6 2.711e-3 2 NC 6 NC 6 634 min -.209 1 -.18 1 -.097 1 -2.71e-3 7 NC 1 NC 1 635 3 max .189 6 .182 6 .045 6 3.157e -3 2 NC 6 NC 6 636 min -.209 1 -.182 1 -.088 1 - 3.156e -3 7 NC 1 NC 1 637 4 max .189 6 .183 6 .035 6 3.603e -3 2 NC 6 NC 6 638 min -.209 1 -.183 1 -.078 1 - 3.602e -3 7 NC 1 NC 1 639 5 max .189 6 .185 6 .026 6 4.049e -3 2 NC 6 NC 6 640 min -.209 1 -.185 1 -.069 1 - 4.049e -3 7 NC 1 NC 1 641 M65 1 max .03 6 .083 6 .032 6 1.806e -3 1 NC 6 NC 6 642 min -.059 1 -.083 1 -.074 1 - 1.806e -3 6 NC 1 NC 1 643 2 max .03 6 .085 6 .031 6 2.131e-3 1 1826.963 6 NC 6 644 min -.059 1 -.085 1 -.073 1 - 2.131e -3 6 1825.37 1 NC 1 645 3 max .03 6 .087 6 .029 6 2.456e -3 1 906.717 6 NC 6 646 min -.059 1 -.087 1 -.072 1 -2.455e-3 6 905.941 1 NC 1 647 4 max .03 6 .088 6 .027 6 2.78e -3 1 601.152 6 NC 6 648 min -.059 1 -.088 1 -.07 1 - 2.78e -3 6 600.646 1 NC 1 649 5 max .03 6 .09 6 .026 6 3.105e -3 1 449.229 6 NC 6 650 min -.059 1 -.09 1 -.069 1 - 3.105e -3 6 448.856 1 NC 1 651 M66 1 max .026 6 .05 6 .025 7 2.234e -3 6 NC 6 NC 7 652 min -.069 1 -.063 1 .006 2 - 2.236e -3 1 NC 1 NC 2 653 2 max .026 6 .162 6 .04 1 2.116e -3 6 857.733 6 6249.172 1 654 min -.069 1 -.171 1 -.017 6 - 2.117e -3 1 886.13 1 3995.593 6 655 3 max .026 6 .316 6 .301 1 2.273e -3 7 360.583 6 347.758 1 656 min -.069 1 -.322 1 -287 6 - 2.273e -3 2 371.076 1 326.249 6 657 4 max .026 6 .638 7 .83 1 2.273e -3 7 159.296 7 119.191 1 658 min -.069 1 -.639 2 -.827 6 - 2.273e -3 2 162.487 2 115.1 6 659 5 max .026 6 1.093 7 1.409 1 2.273e -3 7 90.773 7 69.354 1 660 min -.069 1 -1.09 2 -1.416 6 - 2.273e -3 2 92.18 2 67.452 6 661 M67 1 max .185 7 .176 1 .082 2 4.692e -4 6 NC 1 NC 2 662 min -.219 2 -.176 6 -.008 7 - 4.696e -4 1 NC 6 NC 7 663 2 max .185 7 .177 1 .068 2 4.91e-4 6 NC 1 NC 2 664 min -.219 2 -.177 6 .006 7 - 4.915e -4 1 NC 6 NC 7 665 3 max .185 7 .178 1 .055 2 5.128e -4 6 NC 1 NC 2 666 min -.219 2 -.178 6 .021 7_ - 5.134e -4 1 NC 6 NC 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 25 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Deflections (Continued) .. LC (nl L/v Ratio LC (nl Liz Ratio LC 667 4 max .185 7 .179 1 .041 2 5.346e -4 6 NC 1 NC 2 668 min -.219 2 -.179 6 .035 7 - 5.353e -4 1 NC 6 NC 7 669 5 max .185 7 .18 1 .05 7 5.565e -4 6 NC 1 NC 7 670 min -.219 2 -.18 6 .027 2 - 5.573e -4 1 NC 6 NC 2 671 M68 1 max .069 2 .082 1 .052 2 2.118e -3 1 NC 1 NC 2 672 min -.122 7 -.082 6 .022 7 - 2.119e -3 6 NC 6 NC 7 673 2 max .069 2 .084 1 .046 2 2.484e -3 1 1595.548 1 NC 2 674 min -.122 7 -.084 6` .029 7 - 2.485e -3 6 1595.462 6 436.816 7 675 3 max .069 2 .086 1 .041 1 2.851e-3 1 790.555 1 500.227 1 676 min -.122 7 -:086 6 .035 6 - 2.851e -3 6 790.51 6 NC 6 677 4 max .069 2 .088 1 .044 1 3.217e -3 1 524.033 1 333.17 1 678 min -.122 7 -:088 6 .033 6 - 3.218e -3 6 524.002 6 NC 6 679 5 max .069 2 .09 1 .05 7 3.583e -3 1 392.083 1 108.791 7 680 min -.122 7 -.09 6 .027 2 - 3.584e -3 6 392.059 6 NC 2 681 M69 1 max -.027 2 .164 2 .065 6 2.525e -3 6 NC 2 NC 6 682 min -.05 7 -.223 7 -.089 1 - 2.525e -3 1 NC 7 NC 1 683 2 max -.027 2 .783 7 .318 7 1.288e -3 6 238.618 250.64 7 2 615.284 648.623 7 2 684 min -.05 7 -.793 2 -.323 2 - 1.288e -3 1 685 3 max -.027 2 3.781 7 2.306 1 1.288e -3 6 59.944 7 100.212 1 686 min -.05 7 -3.739 2 -2.288 6 - 1.288e -3 1 61.495 2 101.998 6 687 4 max -.027 2 7.824 7 5.498 1 1.288e -3 6 29.825 7 42.959 1 688 min -.05 7 -7.729 2 -5.458 6 - 1.288e -3 1 30.406 2 43.456 6 689 5 max -.027 2 12.16 7 8.982 1 1.288e -3 6 19.382 7 26.457 1 690 min -.05 7 - 12.012 2 -8.921 6 - 1.288e -3 1 19.711 2 26.71 6 691 M70 1 max .274 1 .186 1 .123 6 2.413e -3 1 NC 1 NC 6 692 min -.302 6 -.186 6 -.063 1 - 2.412e -3 6 NC 6 56.685 1 693 2 max .274 1 .189 1 .11 6 2.936e -3 1 NC 1 NC 6 694 min -.302 6 -.189 6 -.05 1 - 2.935e -3 6 NC 6 75.58 1 695 3 max .274 1 .191 1 .098 6 3.46e -3 1 NC 1 NC 6 696 min -.302 6 -.191 6 -.037 1 - 3.459e -3 6 NC 6 113.395 1 697 4 max .274 1 .194 1 .085 6 3.983e -3 1 NC 1 NC 6 698 min -.302 6 -.194 6 -.024 1 - 3.982e -3 6 NC 6 226.894 1 699 5 max .274 1 .196 1 .072 6 4.507e -3 1 NC 1 NC 6 700 min -.302 6 -.196 6 -.01 1 - 4.505e -3 6 NC 6 NC 1 701 M71 1 max -.01 7 .086 1 .098 6 1.786e -3 1 NC 1 NC 6 702 min -.032 2 -.086 6 -.038 1 - 1.785e -3 6 NC 6 NC 1 703 2 max -.01 7 .087 1 .091 6 2.07e -3 1 1725.784 1 NC 6 704 min -.032 2 -.087 6 -.031 1 - 2.069e -3 6 1726.279 6 NC 1 705 3 max -.01 7 .089 1 .085 6 2.354e -3 1 849.175 1 NC 6 706 min -.032 2 -.089 6 -.024 1 - 2.353e -3 6 849.409 6 NC 1 707 4 max -.01 7 .091 1 .079 6 2.638e -3 1 558.459 1 NC 6 708 min -.032 2 -.091 6 -.017 1 - 2.637e -3 6 558.607 6 NC 1 709 5 max -.01 7 .093 1 .072 6 2.922e -3 1 414.135 1 NC 6 710 min -.032 2 -.093 6 -.01 1 - 2.92e -3 6 414.241 6 NC 1 711 M72 1 max .01 1 .106 1 .053 6 2.492e -3 6 NC 1 NC 6 712 min -.072 6 -.087 6 -.1 1 - 2.493e -3 1 NC 6 NC 1 713 2 max .01 1 .091 1 .145 1 2.816e -3 6 3088.466 1 392.846 1 714 min -.072 6 -.078 6 -.178 6 - 2.816e -3 1 3122.059 6 416.268 6 715 3 max .01 1 .078 7 .584 1 3.139e -3 6 1013.56 7 140.533 1 716 min -.072 6 -.07 2 -.602 6 - 3.139e -3 1 903.149 2 146.571 6 717 4 max .01 1 .447 7 1.275 1 3.139e -3 6 206.941 7 69.853 1 718 min -.072 6 -.446 2 -1.278 6 - 3.139e -3 1 199.305 2 72.119 6 719 5 max .01 1 .942 7 2.092 1 3.139e -3 6 100.13 7 43.812 1 720 min -.072 6 -.947 2 -2.08 6 - 3.139e -3 1 97.688 2 45.008 _ 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 26 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces Axial[Ibl k -ftl LC v -y Mome... LC z -z Mome... 1 M1 1 max 1926.874 7 110.91 2 71.07 2 0 1 0 1 0 1 2 min - 1406.812 2- 113.415 7- 73.405 7 0 1 0 1 0 1 3 2 max 1889.94 7 167.797 7 214.936 1 0 1 .202 1 .115 2 4 min - 1443.746 2- 163.254 2- 213.115 6 0 1 -.201 6 -.119 7 5 3 max 2044.734 7 111.787 1 110.908 7 0 1 .213 1 .106 2 6 min - 1778.556 2- 109.255 6- 110.457 2 0 1 -.211 6 -.111 7 7 4 max 6.312 2 18.84 2 18.841 6 0 1 .011 1 .011 2 8 min 6.312 6- 18.841 7 -18.84 1 0 1 -.011 6 -.011 7 9 5 max 0 1 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1 0 1 11 M2 1 max 2166.832 7 109.824 2 486.558 7 .026 2 0 1 0 1 12 min - 2255.849 2- 270.533 7- 460.955 2 -.028 7 0 1 0 1 13 2 max 2152.068 7 118.909 2 450.913 7 .026 2 .215 7 .779 7 14 min - 2241.085 2 - 261.449 7 - 425.31 2 -.028 7 -.349 2 -.591 2 15 3 max 2137.303 7 255.09 7 422.973 2 .03 7 .467 7 1.587 7 16 min - 2226.32 2 - 134.476 1 -- 448.596 7 -.028 2 -.715 2 -1.23 2 17 4 max 1594.203 7 264.174 7 458.617 2 .03 7 .248 7 .817 7 18 min - 1683.405 2 - 121.569 2 - 484.24 7 -.028 2 -.381 2 -.629 2 19 5 max 1579.438 7 273.258 7 494.262 2 .03 7 0 1 0 1 20 min - 1668.641 2- 112.485 2- 519.885 7 -.028 2 0 1 0 1 21 M3 1 max 145.257 2- 18.169 6 71.289 7 .003 6 0 1 0 1 22 min - 153.906 7- 18.169 1- 71.289 2 -.003 1 0 1 0 1 23 2 max 160.022 2 -9.084 6 35.644 7 .003 6 .042 7 .071 7 24 min - 168.67 7 -9.084 1 - 35.644 2 -.003 1 -.071 2 -.042 2 25 3 max 174.786 2 0 1 0 1 .003 6 .056 7 .095 7 26 min - 183.435 7 0 1 0 1 -.003 1 -.095 2 -.056 2 27 4 max 189.55 2 9.084 6 35.644 2 .003 6 .042 7 .071 7 28 min - 198.199 7 9.084 1 - 35.644 7 -.003 1 -.071 2 -.042 2 29 5 max 204.315 2 18.169 6 71.289 2 .003 6 0 1 0 1 30 min - 212.963 7 18.169 1- 71:289 7 -.003 1 0 1 0 1 31 M4 1 max 516.718 1 179.276 7 224.005 2 .012 2 0 1 0 1 32 min - 493.003 6- 310.329 2- 249.608 7 -.013 7 0 1 0 1 33 2 max 531.483 1 188.36 7 259.649 2 .012 2 .127 6 .581 2 34 min - 507.767 6- 301.244 2- 285.252 7 -.013 7 -.283 1 -.479 7 35 3 max 546.247 1 387.592 7 225.373 2 .016 7 .194 2 1.19 2 36 min - 522.531 6 - 362.025 2 - 130.598 7 -.014 2 -.564 1 -1.004 7 37 4 max 482.365 6 254.752 6 311.83 7 .016 7 .074 2 .496 2 38 min - 458.463 1 - 141.809 1 - 286.207 2 -.014 2 -.23 7 -.394 7 39 5 max 467.6 6 263.837 6 276.186 7 .016 7 0 1 0 1 40 min - 443.699 1- 132.725 1- 250:563 2 -.014 2 0 1 0 1 41 M5 1 max 85.962 7- 15.311 1 95.052 7 .003 6 0 1 0 1 42 min - 79.003 2- 15.311 1- 95.052 2 -.003 1 0 1 0 1 43 2 max 66.277 7 -7.655 1 47.526 7 .003 6 .107 7 .017 1 44 min - 59.317 2 -7.655 1 - 47.526 2 -.003 1 -.107 2 .017 1 45 3 max 46.591 7 0 1 0 1 .003 6 .143 7 .023 1 46 min - 39.631 2 0 1 0 1 -.003 1 -.143 2 .023 1 47 4 maxi 34.203 1 7.655 1 47.526 2 .003 6 .107 7 .017 1 48 min - 27.243 6 7.655 1 - 47.526 7 -.003 1 -.107 2 .017 1 49 5 max 53.889 1 15.311 1 95.052 2 .003 6 0 1 0 1 50 min - 46.929 6 15.311 1- 95.052 7 -.003 1 0 1 0 1 51 M6 1 max 2757.826 2 10.048 2 39.155 1 0 1 0 1 0 1 52 min - 2698.628 7- 20.698 7- 39.155 6 0 1 0 1 0 1 53 2 max 2769.527 2 5.024 2 19.578 1 0 1 .015 1 .02 1 54 min - 2706.048 7- 10.349 7- 19.578 6 0 1 -.02 6 -.015 6 55 3 max 2781.228 2 0 1 0 1 0 1 .02 1 .027 1 56 min - 2713.467 7 0 11 0 1 0 1 -.027 6 -.02 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 27 Company Designer Job Number : Destek Engineering, LLC 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ember Sec Axial lb LC v Shear lb LC z Shear lb LC Tor aueik -ftl LC v -v Mome... LC z -z Mome... L 57 4 max 2792.93 2 10.349 7 19.578 6 0 1 .015 1 .02 1 58 min - 2720.887 7- 5.024 2- 19.578 1 0 1 -.02 6 -.015 6 59 5 max 2804.631 2 20.698 7 39.155 6 0 1 0 1 0 1 60 min - 2728.306 7- 10.048 2- 39.155 1 0 1 0 1 0 1 61 M7 1 max 1607.862 7 71.584 6 54.007 1 0 1 0 1 0 1 62 min - 1087.737 2- 75.593 1- 53.959 6 0 1 0. 1 0 1 63 2 max 1570.928 7 181.271 7 220.765 1 0 1 .207 1 .143 2 64 min - 1124.671 2- 177.561 2- 218.587 6 0 1 -.205 6 -.146 7 65 3 max 1619.14 7 60.49 7 125.754 6 0 1 .123 1 .216 2 66 min - 1352.957 2- 57.856 2- 124.448 1 0 1 -.119 6 -.22 7 67 4 max 6.312 1 18.84 2 18.841 6 0 1 .011 1 .011 2 68 min 6.312 7 -18.84 7 - 18.841 1 0 1 -.011 6' -.011 7 69 5 max 0 1 0 1 0 1 0 1 0 1 0 1 70 min 0 1 0 1 0 1 0 1 0 1 0 1 71 M8 1 max 1481.962 7- 18.169 2 71.289 1 .003 6 0 1 0 1 72 min - 1581.354 2- 18.169 1- 71.289 6 -.003 1 0 1 0 1 73 2 max 1467.197 7 -9.084 2 35.644 1 .003 6 .042 1 .071 1 74 min - 1566.589 2 -9.084 1- 35.644 6 -.003 1 -.071 6 -.042 6 75 3 max 1452.433 7 0 1 0 1 .003 6 .056 1 .095 1 76 min - 1551.825 2 0 1 0 1' -.003 1 -.095, 6 -.056 6 77 4 max 1437.669 7 9.084 2 35.644 6 .003 6 .042 1 .071 1 78 min - 1537.06 2 9.084 1 - 35.644 1 -.003 1 -.071 6 -.042 6 79 5 max 1422.904 7 18.169 2 71.289 6 .003 6 0 1 0 1 80 min - 1522.296 2 18.169 6- 71.289 1 -.003 1 0 1 0 1 81 M9 1 max 437.985 2- 18.169 6 71.289 1 .002 6 0 1 0 1 82 min - 448.073 7- 18.169 "1 - 71.289 6 -.002 1 0 1 0 1 83 2 max 452.749 2 -9.084 6 35.644 1 .002 6 .042 1 .071 1 84 min - 462.838 7 -9.084 1 - 35.644 6 -.002 1 -.071 6 -.042 6 85 3 max 467.513 2 0 1 0 1 .002 6 .056 1 .095 1 86 min - 477.602 7 0 1 0 1 -.002 1 -.095 6 -.056 6 87 4 max 482.278 2 9.084 7 35.644 6 .002 6 .042 1 .071 1 88 min - 492.367 7 9.084 1 - 35.644 1 -.002 1 -.071 6 -.042 6 89 5 max 497.042 2 18.169 7 71.289 6 .002 6 0 1 0 1 90 min - 507.131 7 18.169 1- 71.289 1 -.002 1 0 1 0 1 91 M10 1 max 198.784 7- 18.169 6 71.289 1 .003 6 0 1 0 1 92 min - 164.426 2- 18.169 1- 71.289 6 -.003 1 0 1 0 1 93 2 max 184.02 7 -9.084 6 35.644 1 .003 6 .042 1 .071 1 94 min - 149.662 2 - 9.084 1 - 35.644 6 -.003 1 -.071 6 -.042 6 95 3 max 169.256 7 0 1 0 1 .003 6 .056 1 .095 1 96 min - 134.897 2 0 1 0 1 -.003 1 -.095 6 -.056 6 97 4 max 154.491 7 9.084 6 35.644 6 .003 6 .042 1 .071 1 98 min - 120.133 2 9.084 1- 35.644 1 -.003 1 -.071 6 -.042 6 99 5 max 139.727 7 18.169 3 71.289 6 .003 6 0 1 0 1 100 min - 105.369 2 18.169 1- 71.289 1 -.003 1 0 1 0 1 101 M 11 1 max 134.555 7- 15.311 1 95.052 1 .004 6 0 1 0 1 102 min - 123.318 2- 15.311 1 -95.052 6 -.004 1 0 1 0 1 103 2 max 114.869 7 -7.655 1 47.526 1 .004 6 .107 1 .017 1 104 min - 103.632 2 -7.655 1 - 47.526 6 -.004 1 -.107 6 .017 1 105 3 max 95.184 7 0 1 0 1 .004 6 .143 1 .023 1 106 min - 83.946 2 0 1 0 1 -.004 1 -.143 6 .023 1 107 4 max 75.498 7 7.655 1 47.526 6 .004 6 .107 1 .017 1 108 min -64.26 2 7.655 1 - 47.526 1 -.004 1 -.107 6 .017 1 109 5 max 68.1 1 15.311 1 95.052 6 .004 6 0 1 0 1 110 min - 56.863 6 15.311 1 -95.052 1 -.004 1 0 1 0 1 111 M12 1 max 2075.467 2 24.436 2 29.047 1 0 1 0 1 0 1 112 min - 2016.173 7- 30.092 7- 20.022 6 0 1 0 1 0 1 113 2 max 2086.61 2 12.218 2 14.524 1 0 1 .017 1 .015 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 28 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) Member Sec Axia Ibl LC v Shea rrLlbLLC z Shearilbl LC Toraueik -ftl LC v -v Mome... LC z- zMome... LC 114 min - 2023.035 7- 15.046 7- 10.011 6 0 1 -.016 6 -.009 2 115 3 max 2097.754 2 0 1 0 1 0 1 .023 1 .021 7 116 min - 2029.897 7 0 1 0 1 0 1 -.021 6 -.012 2 117 4 max 2108.897 2 15.046 7 10.011 6 0 1 .017 1 .015 7 118 min - 2036.759 7- 12.218 2- 14.524 1 0 1 -.016 6 -.009 2 119 5 max 2120.041 2 30.092 7 20.022 6 0 1 0 1 0 1 120 min - 2043.621 7- 24.436 2- 29.047 1 0 1 0 1 0 1 121 M13 1 max 2765.26 1 190.841 6 267.382 6 0 1 0 1 0 1 122 min - 2070.977 6- 189.864 1- 259.48 1 0 1 0 1 0 1 123 2 max 2728.326 1 209.282 6 37.026 6 0 1 .106 6 .236 1 124 min - 2107.911 6- 208.633 1- 20.659 1 0 1 -.089 1 -.237 6 125 3 max 693.32 1 137.062 1 166.336 1 .021 2 .032 6 .216 2 126 min - 399.108 6 - 136.992 6 - 152.682 6 -.021 7 -.032 1 -.217 7 127 4 max 6.312 1 18.84 2 18.841 6 0 1 .011 1 .011 2 128 min 6.312 7- 18.841 7- 18.841 1 0 1 -.011 6 -.011 7 129 5 max 0 1 0 1 0 1 0 1 0 1 0 1 130 min 0 1 0 1 0 1 0 1 0 1 0 1 131 M14 1 max 1326.711 1 303.345 6 682.353 1 .028 6 0 1 0 1 132 min - 1416.091 6- 435.17 1- 662.725 6 -.029 1 0 1 0 1 133 2 max 1311.946 1 312.429 6 646.709 1 .028 6 .249 1 1.161 1 134 min - 1401.326 6 - 426.086 1 - 627.081 6 -.029 1 -.358 6 -1.01 6 135 3 max 1588.745 1 737.168 6 270.879 1 .028 6 1.086 1 2.275 1 136 4 min max - 1677.917 1573.98 6 1 - 756.916 1 203.091 2 - 175.451 578.66 6 6 -.029 .022 1 1 -1.286 .557 6 1 -1.993 .75 B 1 137 138 min - 1663.152 6 - 89.501 7 - 598.309 1 -.021 6 -.667 6 -.599 6 139 5 max 1559.216 1 212.175 2 614.304 6 .022 1 0 1 0 1 140 min - 1648.388 6- 80.417 7- 633.953 1 -.021 6 0 1 0 1 141 M15 1 max 198.831 7- 18.169 6 71.289 1 .003 6 0 1 0 1 142 min - 210.692 2- 18.169 1- 71.289 6 -.003 1 0 1 0 1 143 2 max 184.067 7 -9.084 6 35.644 1 .003 6 .042 1 .071 1 144 min - 195.927 2 -9.084 1 - 35.644 6 -.003 1 -.071 6 -.042 6 145 3 max 169.303 7 0 1 0 1 .003 6 .056 1 .095 1 146 l min - 181.163 2 0 1 0 1 -.003 1 -.095 6 -.056 6 147 4 max 154.538 7 9.084 6 35.644 6 .003 6 .042 1 .071 1 148 min - 166.399 2 9.084 1 - 35.644 1 -.003 1 -.071 6 -.042 6 149 5 max 139.774 7 18.169 2 71.289 6 .003 6 0 1 0 1 150 min - 151.634 2 18.169 1- 71.289 1 -.003 1 0 1 0 1 151 M16 1 max 317.514 1 52.814 1 131.42 6 .016 6 0 1 0 1 152 min - 292.098 6- 161.862 6- 151.048 1 -.017 1 0 1 0 1 153 2 max 302.749 1 61.899 1 167.065 6 .016 6 .007 7 .325 6 154 min - 277.334 6 - 152.778 6 - 186.693 1 -.017 1 -.134 2 -.24 1 155 3 max 402.711 7 327.82 6 124.836 1 .016 6 .287 1 .908 6 156 min - 377.504 2 - 276.467 1 - 126.489 6 -.017 1 -.522 6 -.756 1 157 4 max 387.947 7 336.904 6 110.494 1 .011 1 .158 1 .44 6 158 min - 362.739 2 - 246.097 1 - 90.845 6 -.01 6 -.285 6 -.355 1 159 5 max 391.861 6 345.989 6 74.85 1 .011 1 0 1 0 1 160 min - 366.653 1- 237.012 1 -55.2 6 -.01 6 0 1 0 1 161 M17 1 max 47.785 1 15.311 1 95.052 6 .003 6 0 1 0 1 162 min - 36.903 6 15.311 1- 95.052 1 -.003 1 0 1 0 1 163 2 max 28.1 1 7.655 1 47.526 6 .003 6 .107 6 -.017 1 164 min - 17.217 6 7.655 1 - 47.526 " 1 -.003 1 -.107 1 -.017 1 165 3 max 31.517 2 0 1 0 1 .003 6 .143 6 -.023 1 166 min - 20.634 7 0 1 0 1 -.003 1 -.143 1 -.023 1 167 4 max 51.203 2 -7.655 1 47.526 1 .003 6 .107 6 -.017 1 168 min -40.32 7 -7.655 1 - 47.526 6 -.003 1 -.107 1 -.017 1 169 5 max 70.889 2- 15.311 1 95.052 1 .003 6 0 1 0 1 170 min - 60.006 7- 15.311 1- 95.052 6 -.003 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 29 Company Designer Job Number : Destek Engineering, LLC 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ber Sec Ax flbl LC v Shearflbl LC z Shearflbl LC Torauefk -ftl LC v -v Mome... LC z- 171 M18 1 max 3444.311 6 39.155 2 20.698 1 .284 7 0 1 0 1 172 min - 3399.756 1- 39.155 7- 10.048 6 -.284 2 0 1 0 1 173 - 2 max 3456.012 6 19.578 2 10.349 1 .284 7 .02 2 .02 7 174 - min - 3407.175 11- 19.578 7 -5.024 6 -.284 2 -.015 7 -.015 2 175 - 3 max 3467.713 6 0 1 0 1 .284 7 .027 2 .027 7 176 min - 3414.595 1 0 1 0 1 -.284 2 -.02 7 -.02 2 177 4 max 3479.414 6 19.578 7 5.024 6 .284 7 .02 2 .02 7 178 _ min - 3422.015 1 - 19.578 2 - 10.349 1 - .284 2 -.015 7 -.015 2 179 5 max 3491.116 6 39.155 7 10.048 6 .284 7 0 1 0 1 180 ® min - 3429.434 1- 39.155 2- 20.698 1 -.284 2 0 Q 0 1 181 M19 1 max 1761.693 2 209.233 6 267.904 6 0 1 0 1 0 1 182 min - 1153.933 7- 204.073 1- 272.774 1 0 1 0 1 0 1 183 - 2 max 1724.76 2 187.656 6 56.036 6 0 1 .123 6 .221 1 184 min - 1190.867 ®- 188.059 1- 54.227 1 0 1 -.123 1 -.222 6 185 - 3 max 1782.341 2 174.364 7 329.912 1 0 1 .163 1 .254 2 186 _ min - 1477.387 7- 178.283 2- 326.322 6 0 1 -.16 6 -.252 7 187 - 4 max 41.812 2 326.841 2 326.841 6 0 1 .37 1 .37 2 188 min 41.812 1- 326.841 7- 326.84 1 0 1 -.37 6 -.37 7 189 - 5 max 35.5 2 308 2 308 6 0 1 0 1 0 1 190 min 35.5 1 -308 7 -308 1 0 1 0 1 0 1 191 M20 1 max 1663.135 2- 18.169 2 71.289 2 .002 6 0 1 0 1 192 min - 1760.301 7- 18.169 6- 71.289 7 -.002 1 0 1 0 1 193 2 max 1677.899 2 -9.084 2 35.644 2 .002 6 .042 2 .071 2 194 min - 1775.066 7 - 9.084 6 - 35.644 7 -.002 1 -.071 7 -.042 7 195 196 - 3 max 1692.664 2 0 1 0 1 .002 6 .056 2 .095 2 min - 1789.83 7 0 1 0 1 -.002 1 -.095 7 -.056 7 197 - 4 max 1707.428 2 9.084 2 35.644 7 .002 6 .042 2 .071 2 198 min - 1804.595 7 9.084 7 - 35.644 2 -.002 1 -.071 7 -.042 7 199 - 5 max 1722.193 2 18.169 2 71.289 7 .002 6 0 1 0 1 200 ®Ea - 1819.359 7 18.169 6- 71.289 2 -.002 1 0 1 0 1 201 M21 1 max 171.277 6- 18.169 6 71.289 2 .002 6 0 1 0 1 202 min - 183.031 1- 18.169 1- 71.289 7 -.002 1 0 1 0 1 203 - 2 max 186.042 6 -9.084 6 35.644 2 .002 6 .042 2 .071 2 204 min - 197.795 1 -9.084 1 - 35.644 7 -.002 1 -.071 7 -.042 7 205 - 3 max 200.806 6 0 1 0 1 .002 6 .056 2 .095 2 206 min - 212.559 1 0 1 0 1 -.002 1 -.095 7 -.056 7 207 - 4 max 215.57 6 9.084 6 35.644 7 .002 6 .042 2 .071 2 208 min - 227.324 1 9.084 7 - 35.644 2 -.002 1 -.071 7 -.042 7 209 - 5 max 230.335 6 18.169 2 71.289 7 .002 6 0 1 0 1 210 min - 242.088 1 18.169 1- 71.289 2 -.002 1 0 1 0 1 211 M22 1 max 106.996 7- 18.169 7 71.289 2 .003 6 0 1 0 1 212 min - 74.978 2- 18.169 1- 71.289 7 -.003 1 0 1 0 1 213 - 2 max 92.231 7 -9.084 7 35.644 2 .003 6 .042 2 .071 2 214 ® min - 60.213 2 -9.084 3 - 35.644 7 -.003 1 -.071 7 -.042 7 215 - 3 max 81.617 6 0 1 0 1 .003 6 .056 2 .095 2 216 -® min - 49.599 1 0 1 0 1 -.003 1 -.095 7 -.056 7 217 - 4 max 96.382 6 9.084 2 35.644 7 .003 6 .042 2 .071 2 218 ® min - 64.364 1 9.084 6 - 35.644 '2 -.003 1 -.071 7 -.042 isi 219 5 max 111.146 6 18.169 2 71.289 7 .003 6 0 1 0 1 220 min - 79.128 1 18.169 3- 71.289 2 -.003 1 0 1 0 1 221 M23 1 max 101.531 1 15.311 1 95.052 7 .004 6 0 1 0 1 222 ® min - 89.793 6 15.311 1- 95.052 2 -.004 1 0 11 0 1 223 - 2 max 81.846 1 7.655 1 47.526 7 .004 6 .107 7 -.017 1 224 min - 70.107 6 7.655 1 - 47.526 2 -.004 1 -.107 2 -.017 1 225 - 3 max 62.16 1 0 1 0 1 .004 6 .143 7 -.023 1 226 min - 50.421 6 0 1 0 1 -.004 1 -.143 2 -.023 1 227 4 max 53.317 2 -7.655 1 47.526 2 .004 6 .107 7 -.017 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 30 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ember Sec Axial lb LC v Sh ilbl LC z Shearflbl LC Torauefk -ftl LC v -v Mome... LC z -z M 228 min - 41.578 7 -7.655 1 - 47.526 7 -.004 1 -.107 2 -.017 1 229 5 max 73.003 2- 15.311 1 95.052 2 .004 6 0 1 0 1 230 min - 61.264 7- 15.311 1- 95.052 7 -.004 1 0 1 0 1 231 M24 1 max 2452.315 6 30.092 2 29.047 1 0 1 0 1 0 1 232 min - 2387.892 1- 24.436 7- 20.022 6 0 1 0 1 0 1 233 2 max 2463.459 6 15.046 2 14.524 1 0 1 .015 2 .017 1 234 min - 2394.754 1- 12.218 7- 10.011 6 0 1 -.009 7 -.016 6 235 3 max 2474.602 6 0 1 0 1 0 1 .021 2 .023 1 236 min - 2401.616 1 0 1 0 1 0 1 -.012 7 -.021 6 237 4 max 2485.746 6 12.218 7 10.011 6 0 1 .015 2 .017 1 238 min - 2408.478 1- 15.046 2- 14.524 1 0 1 -.009 7 -.016 6 239 5 max 2496.89 6 24.436 7 20.022 6 0 1 0 1 0 1 240 min - 2415.34 1 -30,092 2- 29.047 1 0 1 0 1 0 1 241 M25 1 max 2833.009 2 202.484 2 311.616 6 0 1 0 1 0 1 242 min - 2155.731 7- 210.018 7- 310.997 1 0 1 0 1 0 1 243 2 max 2796.075 2 85.98 1 335.794 6 0 1 .389 6 .115 6 244 min - 2192.664 7- 102.26 6- 335.75 1 0 1 -.389 1 -.098 1 245 3 max 625.803 2 158.396 7 192.222 1 .013 6 .084 1 .033 6 246 min - 341.053 7 - 172.516 2 - 192.155 6 - .013 1 -.083 6 -.032 1 247 4 max 6.312 1 18.841 2 18.84 6 0 1 .011 1 .011 2 248 min 6.312 3- 18.841 7- 18.841 1 0 1 -.011 6 -.011 7 249 5 max 0 1 0 1 0 1 0 1 0 1 0 1 250 min 0 1 0 1 0 1 0 1 0 1 0 1 251 M26 1 max 1893.033 2 211.017 7 596.969 2 .024 7 0 1 0 1 252 min - 1981.841 7- 333.713 2- 579.249 7 - .025 2 0 1 0 1 253 2 max 1878.268 2 220.101 7 561.324 2 .024 7 .327 6 .963 2 254 min - 1967.077 7 ` - 324.628 2 - 543.604 7 -.025 2 -.429 1 -.824 7 255 3 max 1863.504 2 596.24 7 226.925 2 .024 7 .877 2 1.879 2 256 min -1952.313 7 - 614.061 2 - 140.613 7 -.025 2 - 1.061 7 -1.62 7 257 4 max 1803.228 2 350.053 6 526.844 7 .021 2 .453 2 .741 2 258 min - 1891.948 7 - 245.549 1 - 544.605 2 -.02 7 -.554 7 -.601 7 259 5 max 1788.463 2 359.137 6 562.488 7 .021 2 0 1 0 1 260 min - 1877.184 7- 236.464 1- 580.25 2 -.02 7 0 1 0 1 261 M27 1 max 331.92 1- 18.169 1 71.289 2 .003 6 0 1 0 1 262 min - 344.667 6- 18.169 6- 71.289 7 -.003 1 0 1 0 1 263 2 max 317.156 1 -9.084 1 35.644 2 .003 6 .042 2 .071 2 264 min - 329.903 6 -9.084 6 - 35.644 7 -.003 1 -.071 7 -.042 7 265 3 max 302.391 1 0 1 0 1 .003 6 .056 2 .095 2 266 min - 315.138 6 0 1 0 1 -.003 1 -.095 7 -.056 7 267 4 max 287.627 1 9.084 1 35.644 7 .003 6 .042 2 .071 2 268 min - 300.374 6 9.084 6 - 35.644 2 -.003 1 -.071 7 -.042 7 269 5 max 272.862 1 18.169 1 71.289 7 .003 6 0 1 0 1 270 min - 285.609 6' 18.169 6- 71.289 2 -.003 1 0 1 0 1 271 M28 1 max 408.865 1 96.712 6 94.238 7 .013 7 0 1 0 1 272 min - 384.26 6- 198.849 1- 111.957 2 -.014 2 0 1 0 1 273 2 max 394.101 1 105.797 6 129.882 7 .013 7 .088 6 .319 7 274 min - 369.495 6 - 189.765 1 - 147.602 2 -.014 2 -.206 1 -.239 2 275 3 max 379.337 1 242.107 7 122.181 2 .013 7 .129 2 .721 7 276 min - 354.731 6 - 196.187 2 - 124.278 7 -.014 2 -.395 1 -.58 2 277 4 max 246.188 7 251.191 7 111.851 6 .012 2 .079 2 .346 7 278 min E - 221.671 2- 167.259 2 -94.09 1 -.011 7 -.196 7 -.267 2 279 5 max 260.953 7 260.276 7 105.735 6 .012 2 0 1 0 1 280 min - 236.435 2- 158.174 2- 87.974 1 -.011 7 0 0 1 281 M29 1 max 60.321 2 15.311 1 95.052 7 .003 6 0 1 0 1 282 min - 49.205 7 15.311 1- 95.052 2 -.003 1 0 1 0 1 283 2 max 68.71 6 7.655 1 47.526 7 .003 6 .107 7 -.017 1 284 J min - 57.593 1 7.655 1- 47.526 2 -.003 1 -.107 2 -:017 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 31 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ember Sec Axial lb LC y Shear lb LC z Shear lb LC Tor ouefk -ftl LC v -v Mome... LC z -z Mome... LC 285 3 max 88.395 6 0 1 0 1 .003 6 .143 7 -.023 1 286 min - 77.279 1 0 1 0 1 -.003 1 -.143 2 -.023 1 287 4 max 108.081 6 -7.655 1 47.526 2 .003 6 .107 7 -.017 1 288 min - 96.965 1 - 7.655 1 - 47.526 7 -.003 1 -.107 2 -.017 1 289 5 max 127.767 6- 15.311 1 95.052 2 .003 6 0 1 0 1 290 min - 116.651 1- 15.311 1- 95.052 7 -.003 1 0 1 0 1 291 M30 1 max 3777.336 7 20.698 2 39.155 1 .284 1 0 1 0 1 292 min - 3731.242 2- 10.048 7- 39.155 6 -.284 6 0 1 0 1 293 2 max 3789.037 7 10.349 2 19.578 1 .284 1 .02 1 .015 1 294 min - 3738.661 2 -5.024 7 - 19.578 6 -.284 6 -.015 6 -.02 6 295 3 max 3800.738 7 0 1 0 1 .284 1 .027 1 .02 1 296 min - 3746.081 2 0 1 0 1 -.284 6 -.02 6 -.027 6 297 4 max 3812.439 7 5.024 7 19.578 6 .284 1 .02 1 .015 1 298 min - 3753.5 2 - 10.349 2 - 19.578 1 - .284 6 -.015 6 -.02 6 299 5 max 3824.14 7 10.048 7 39.155 6 .284 1 0 1 0 1 300 min - 3760.92 2- 20.698 2- 39.155 1 -.284 6 0 1 0 1 301 M31 1 max 2010.152 6 174.808 2 379.907 6 0 1 0 1 0 1 302 min - 1419.352 1- 167.817 7- 375.065 1 0 1 0 1 0 1 303 2 max 1973.218 6 90.068 1 154.721 6 0 1 .241 6 .101 6 304 min - 1456.285 1- 91.006 6- 155.103 1 0 1 -.24 1 -.101 1 305 3 max 1859.816 6 283.458 7 402.841 1 0 1 .107 1 .25 2 306 min - 1564.946 1- 288.147 2- 406.84 6 0 1 -.109 6 -.247 7 307 4 max 41.812 1 326.841 2 326.841 6 0 1 .37 1 .37 2 308 min 41.812 7- 326.841 7. 326.841 1 0 1 -.37 6 -.37 7 309 5 max 35.5 1 308 2 308 6 0 1 0 1 0 1 310 min 35.5 7 -308 7 -308 1 0 1 0 1 0 1 311 M32 1 max 1548.306 6- 18.169 2 71.289 6 .003 6 0 1 0 1 312 min - 1644.552 1- 18.169 1- 71.289 1 -.003 1 0 1 0 1 313 2 max 1563.071 6 -9.084 2 35.644 6 .003 6 .042 6 .071 6 314 min - 1659.316 1 -9.084 1 - 35.644 1 -.003 1 -.071 1 -.042 1 315 3 max 1577.835 6 0 1 0 1 .003 6 .056 6 .095 6 316 min - 1674.081 1 0 1 0 1 -.003 1 -.095 1 -.056 1 317 4 max 1592.6 6 1 9.084 9.084 6 1 35.644 - 35.644 1 6 .003 -.003 6 1 .042 -.071 6 1 .071 -.042 6 1 318 min - 1688.845 319 5 max 1607.364 6 18.169 6 71.289 1 .003 6 0 1 0 1 320 min - 1703.609 1 18.169 1- 71.289 6 -.003 1 0 1 0 1 321 M33 1 max 254.684 7- 18.169 1 71.289 6 .003 6 0 1 0 1 322 min - 267.793 2- 18.169 2- 71.289 1 -.003 1 0 1 0 1 323 2 max 269.449 7 -9.084 7 35.644 6 .003 6 .042 6 .071 6 324 min - 282.557 2 -9.084 2 - 35.644 1 -.003 1 -.071 1 -.042 1 325 3 max 284.213 7 0 1 0 1 .003 6 .056 6 .095 6 326 min - 297.321 2 0 1 0 1 -.003 1 -.095 1 -.056 1 327 4 max 298.978 7 9.084 7 35.644 1 .003 6 .042 6 .071 6 328 min - 312.086 2 9.084 2 - 35.644 6 -.003 1 -.071 1 -.042 1 329 5 max 313.742 7 18.169 6 71.289 1 .003 6 0 1 0 1 330 min - 326.85 2 18.169 2- 71.289 6 -.003 1 0 1 0 1 331 M34 1 max 146.337 7- 18.169 7 71.289 6 .003 6 0 1 0 1 332 min - 114.36 2- 18.169 2- 71.289 1 -.003 1 0 1 0 1 333 2 max 161.102 7 -9.084 7 35.644 6 .003 6 .042 6 .071 6 334 ` min - 129.125 2 -9.084 6 - 35.644 1 -.003 1 -.071 1 -.042 1 335 3 max 175.866 7 0 1 0 1 .003 6 .056 6 .095 6 336 min - 143.889 2 0 1 0 1 -.003 1 -.095 1 -.056 1 337 4 max 190.631 7 9.084 7 35.644 1 .003 6 .042 6 .071 6 338 min - 158.654 2 9.084 1 - 35.644 6 -.003 1 -.071 1 -.042 1 339 5 maxi 205.395 7 18.169 6 71.289 1 .003 6 0 1 0 1 340 min - 173.418 2 18.169 1- 71.289 6 -.003 1 0 1 0 1 341 M35 1 max 99.609 2 15.311 1 95.052 1 .004 6 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 32 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) mber Axial lb l LC v Shearflbl LC z Shea lb LC Torauefk -ftl LC v -v Mome... LC z -z Mom 342 min - 86.421 7 15.311 1- 95.052 6 -.004 1 0 1 0 1 343 2 max 79.923 2 7.655 1 47.526 1 .004 6 .107 1 -.017 1 344 min - 66.735 7 7.655 1 - 47.526 6 -.004 1 -.107 6 -.017 1 345 3 max 60.237 2 0 1 0 1 .004 6 .143 1 -.023 1 346 min - 47.049 7 0 1 0 1 -.004 1 -.143 6 -.023 1 347 4 max 74.093 6 -7.655 1 47.526 6 .004 6 .107 1 -.017 1 348 min - 60.905 1 -7.655 1 - 47.526 1 -.004 1 -.107 6 -.017 1 349 5 max 93.779 6- 15.311 1 95.052 6 .004 6 0 1 0 1 350 min - 80.591 1- 15.311 1- 95.052 1 -.004 1 0 1 0 1 351 M36 1 max 2620.409 7 30.092 2 20.022 1 0 1 0 1 0 1 352 min - 2554.391 2- 24.436 7- 29.047 6 0 1 0 1 0 1 353 2 max 2631.553 7 15.046 2 10.011 1 0 1 .016 1 .009 7 354 min - 2561.253 2- 12.218 7- 14.524 6 0 1 -.017 6 -.015 2 355 3 max 2642.696 7 0 1 0 1 0 1 .021 1 .012 7 356 min - 2568.115 2 0 1 0 1 0 1 -.023 6 -.021 2 357 4 max 2653.84 7 12.218 7 14.524 6 0 1 .016 1 .009 7 358 min - 2574.977 2- 15.046 2- 10.011 1 0 1 -.017 6 -.015 2 359 5 max 2664.984 7 24.436 7 29.047 6 0 1 0 1 0 1 360 min - 2581.839 2- 30.092 2- 20.022 1 0 1 0 1 0 1 361 M37 1 max 2571.183 6 183.993 2 73.435 6 0 1 0 1 0 1 362 min - 1852.034 1- 181.729 7- 81.712 1 0 1 0_ 1 0 1 363 2 max 2534.249 6 218.265 1 192.576 1 0 1 .149 1 .24 6 364 min - 1888.968 1- 217.943 6- 211.75 6 0 1 -.169 6 -241 1 365 3 max 1051.102 1 143.213 7 145.69 1 .021 2 .065 1 .216 2 366 min - 765.207 6 - 143.882 2 - 161.646 6 -.021 7 -.066 6 -.216 7 367 4 maxi 6.312 6 18.841 2 18.84 6 0 1 .011 1 .011 2 368 min 6.312 2 -18.84 7 -18.84 1 0 1 -.011 6 -.011 7 369 5 max 0 1 0 1 0 1 0 1 0 1 0 1 370 min 0 1 0 1 0 1 0 1 0 1 0 1 371 M38 1 max 1957.189 6 64.855 7 393.894 6 .016 1 0 1 0 1 372 min - 2048.103 1- 159.77 2- 381.983 1 -.016 6 0 1 0 1 373 2 max 1942.424 6 73.94 7 358.25 6 .016 1 .329 6 .469 6 374 min - 2033.339 1 - 150.685 2 - 346.339 1 -.016 6 -.407 1 -.365 1 375 3 max 1927.66 6 408.409 6 79.475 1 .021 6 .629 6 1.254 6 376 min - 2018.574 9 - 396.42 1 - 138.073 6 -.021 9 -.767 1 -1.066 1 377 4 max 1134.867 6 215.573 7 407.34 1 .021 6 .276 6 .651 6 378 min - 1225.837 1 - 138.802 2 - 419.289 6 -.021 1 -.355 1 -.547 1 379 5 max 1120.103 6 224.657 7 442.984 1 .021 6 0 1 0 1 380 min - 1211.073 1- 129.718 2- 454.933 6 -.021 1 0 1 0 1 381 M39 1 max 198.023 2- 18.169 1 71.289 6 .003 6 0 1 0 1 382 min - 212.313 7- 18.169 6 71.289 1 -.003 1 0 1 0 1 383 2 max 209.779 1 -9.084 1 35.644 6 .003 6 .042 6 .071 6 384 min - 224.069 6 -9.084 6 - 35.644 1 -.003 1 -.071 1 -.042 1 385 3 max 224.544 1 0 1 0 1 .003 6 .056 6 .095 6 386 min - 238.834 6 0 1 0 1 -.003 1 -.095 1 -.056 1 387 4 max 239.308 1 9.084 1 35.644 1 .003 6 .042 6 .071 6 388 min - 253.598 6 9.084 6 - 35.644 -6 -.003 1 -.071 1 -.042 1 389 5 max 254.072 1 18.169 1 71.289 1 .003 6 0 1 0 1 390 min - 268.363 6 18.169 6- 71.289 6 -.003 1 0 1 0 1 391 M40 1 max 348.202 2 143.222 6 70.601 6 0 2 0 1 0 1 392 min - 320.024 7- 224.532 1- 82.51.2 1 0 7 0 1 0 1 393 2 max 333.437 2 152.307 6 34.957 6 0 2 .213 6 .165 1 394 min - 305.26 7- 215.448 1- 46.868 1 0 7 -.302 1 -.101 6 395 3 max 318.673 2 161.391 6 38.774 7 .006 6 .397 6 .358 1 396 min - 290.495 7 - 206.363 1 - 82.009 2 -.006 1 -.556 1 -.249 6 397 4 max 196.55 6 58.373 6 32.659 7 .006 6 -.038 1 .085 2 398 min - 168.316 1 4.78 1 -20.71 21 -.006 1 -.051 6 -.021 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 33 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ember Sec Axial lb LC v Shear lb LC z Shea lb LC Tor aue[k -ftl LC v -v Mome... LC z -z Mom 399 5 max 181.785 6 67.457 6 44.532 1 .006 6 0 1 0 1 400 min - 153.552 1 13.865 1- 32.583 6 -.006 1 0 1 0 1 401 M41 1 max 143.263 6- 15.311 1 95.052 6 .003 6 0 1 0 1 402 min - 127.974 1- 15.311 1- 95.052 1 -.003 1 0 1 0 1 403 2 max 123.578 6 -7.655 1 47.526 6 .003 6 .107 6 .017 1 404 min - 108.288 1 -7.655 1 - 47.526 1 -.003 1 -.107 ,1 .017 1 405 3 max 103.892 6 0 1 0 1 .003 6 .143 6 .023 1 406 min - 88.603 1 0 1 0 1 -.003 1 -.143 1 .023 1 407 4 max 84.206 6 7.655 1 47.526 1 .003 6 .107 6 .017 1 408 min - 68.917 1 7.655 1 - 47.526 6 -.003 1 -.107 1 .017 1 409 5 max 71.769 7 15.311 1 95.052 1 .003 6 0 1 0 1 410 min -56.48 2 15.311 1- 95.052 6 -.003 1 0 1 0 1 411 M42 1 max 3787.981 1 39.155 2 10.048 1 .306 2 0 1 0 1 412 min - 3745.33 6- 39.155 7- 20.698 6 -.306 7 0 1 0 1 413 2 max 3799.683 1 19.578 2 5.024 1 .306 2 .015 2 .015 7 414 min - 3752.75 6 - 19.578 7 - 10.349 6 -.306 7 -.02 7 -.02 2 415 3 max 3811.384 1 0 1 0 1 .306 2 .02 2 .02 7 416 min - 3760.169 6 0 1 0 1 -.306 7 -.027 7 -.027 2 417 4 max 3823.085 1 19.578 7 10.349 6 .306 2 .015 2 .015 7 418 min - 3767.589 6 - 19.578 2 -5.024 1 -.306 7 -.02 7 -.02 2 419 5 max 3834.786 1 39.155 7 20.698 6 .306 2 0 1 0 1 420 min - 3775.008 6- 39.155 2- 10.048 1 -.306 7 0 1 0 1 421 M43 1 max 2053.041 7 209.255 2 2.132 7 0 1 0 1 0 1 422 min - 1427.441 2- 209.737 7- 5.208 2 0 1 0 1 0 1 423 2 max 2016.107 7 90.56 1 71.27 2 0 1 .064 2 .122 6 424 min - 1464.375 2- 81.303 ' 6 - 79.082 7 0 1 -.071 7 -.131 1 425 3 max 277.914 7 245.496 7 58.858 2 .017 1 .112 1 .168 2 426 min - 13.239 2 - 232.942 2 -69.38 7 -.017 6 -.111 6 -.17 7 427 4 max 6.312 2 18.841 2 18.841 6 0 1 .011 1 .011 2 428 min 6.312 1 -1 8.841 7- 18.841 1 0 1 -.011 6 -.011 7 429 5 max 0 1 0 1 0 1 0 1 0 1 0 1 430 min 0 1 0 1 0 1 0 1 0 1 0 1 431 M44 1 max 2002.664 7- 18.169 7 71.289 7 .002 6 0 1 0 1 432 min - 2101.346 2- 18.169 1- 71.289 2 -.002 1 0 1 0 1 433 2 max 2017.428 7 -9.084 7 35.644 7 .002 6 .042 7 .071 7 434 min - 2116.11 2 -9.084 1 - 35.644 2 -.002 1 -.071 2 -.042 2 435 3 max 2032.193 7 0 1 0 1 .002 6 .056 7 .095 7 436 min - 2130.874 2 0 1 0 1 -.002 1 -.095 2 -.056 2 437 4 max 2046.957 7 9.084 7 35.644 2 .002 6 .042 7 .071 7 438 min - 2145.639 2 9.084 1 - 35.644 7 -.002 1 -.071 2 -.042 2 439 5 max 2061.722 7 18.169 7 71.289 2 .002 6 0 1 0 1 440 min - 2160.403 2 18.169 1- 71.289 7 -.002 1 0 1 0 1 441 M45 1 max 389.831 2- 18.169 6 71.289 7 .002 6 0 1 0 1 442 min - 399.909 7- 18.169 1- 71.289 2 -.002 1 0 1 0 1 443 2 max 375.067 2 -9.084 6 35.644 7 .002 6 .042 7 .071 7 444 min - 385.144 7 -9.084 1 - 35.644 2 -.002 1 -.071 2 -.042 2 445 3 max 360.303 2 0 1 0 1 .002 6 .056 7 .095 7 446 min - 370.38 7 0 1 0 1 -.002 1 -.095 2 -.056 2 447 4 max 345.538 2 9.084 7 35.644 2 .002 6 .042 7 .071 7 448 min - 355.616 7 9.084 1 - 35.644 7 -.002 1 -.071 2 -.042 2 449 5 max 330.774 2 18.169 6 71.289 2 .002 6 0 1 0 1 450 min - 340.851 7 18.169 1- 71.289 7 -.002 1 0 1 0 1 451 M46 1 max 242.156 1- 18.169 6 71.289 7 .003 6 0 1 0 1 452 min - 209.317 6- 18.169 1- 71.289 2 -.003 1 0 1 0 1 453 2 max 256.92 1 -9.084 6 35.644 7 .003 6 .042 7 .071 7 454 min - 224.082 6 -9.084 1 - 35.644 2 -.003 1 -.071 2 -.042 2 455 3 max 271.685 1 0 1 0 1 .003 6 .056 7 .095 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d) Page 34 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) Member Sec Axial lb LC v Shear lb LC z Shear lb LC Tor ouelk -ft lLC v -v Mome... LC z -z Mome... L 456 min - 238.846 6 0 1 0 1 -.003 1 -.095 2 -.056 2 457 4 max 286.449 1 9.084 7 35.644 2 .003 6 .042 7 .071 7 458 min - 253.61 6 9.084 1 - 35.644 7 -.003 1 -.071 2 -.042 2 459 5 max 301.214 1 18.169 6 71.289 2 .003 6 0 1 0 1 460 min - 268.375 6 18.169 1- 71.289 7 -.003 1 0 1 0 1 461 M47 1 max 61.953 7- 15.311 1 95.052 7 .004 6 0 1 0 1 462 min - 50.494 2- 15.311 1 -95.052 2 -.004 1 0 1 0 1 463 2 max 81.639 7 -7.655 1 47.526 7 .004 6 .107 7 .017 1 464 min - 70.18 2 -7.655 1 - 47.526 2 -.004 1 -.107 2 .017 1 465 3 max 101.324 7 0 1 0 1 .004 6 .143 7 .023 1 466 min - 89.866 2 0 1 0 1 -.004 1 -.143 2 .023 1 467 4 max 121.01 7 7.655 1 47.526 2 .004 6 .107 7 .017 1 468 min - 109.552 2 7.655 1 - 47.526 7 -.004 1 -.107 2 .017 1 469 5 max 140.696 7 15.311 1 95.052 2 .004 6 0 1 0 1 470 min - 129.238 2 15.311 1- 95.052 7 -.004 1 0 1 0. 1 471 M48 1 max 2544.077 2 24.436 2 20.022 1 .201 2 0 1 0 1 472 min - 2493.025 7. 30.092 7- 29.047 6 -201 7 0 1 0 1 473 2 max 2555.221 2 12.218 2 10.011 1 .201 2 .009 2 .016 1 474 min - 2499.887 7 - 15.046 7 - 14.524 6 -.201 7 -.015 7 -.017 6 475 3 max 2566.364 2 0 1 0 1 .201 2 .012 2 .021 1 476 min - 2506.749 7 0 1 0 1 -.201 7 -.021 7 -.023 6 477 4 max 2577.508 2 15.046 7 14.524 6 .201 2 .009 2 .016 1 478 min - 2513.611 7 - 12.218 2 - 10.011 1 -.201 7 -.015 7 -.017 6 479 5 max 2588.652 2 30.092 7 29.047 6 .201 2 0 1 0 1 480 min - 2520.473 7- 24.436 2- 20.022 1 -.201 7 0 1 0 1 481 M49 1 max 577.157 7 659.223 1 2131.811 2 .576 6 .791 7 0 2 482 min - 584.615 2- 659.313 6 -2174.839 7 -.576 1 -.785 2 0 7 483 2 max 577.157 7 659.223 1 2131.143 2 .576 6 .655 7 .041 6 484 min - 584.615 2 - 659.31.3 6 - 2175:507 7 -.576 1 -.652 2 -.041 1 485 3 max 577.157 7 659.223 1 2130.475 2 .576 6 .519 7 .082 6 486 min - 584.615 2 - 659.313 6 - 2176.175 7 -.576 1 -.519 2 -.082 1 487 4 max 577.157 7 659.223 1 2129.807 2 .576 6 .383 7 .124 6 488 min - 584.615 2 - 659.313 6 - 2176.843 7 -.576 1 -.386 2 -.124 1 489 5 max 577.157 7 659.223 1 2129.139 2 .576 6 .247 7 .165 6 490 min - 584.615 2 - 659.313 6 - 2177.511 7 -,576 1 -.252 2 -.165 1 491 M50 1 max 134.643 7 52.577 1 2072.216 7 .365 1 .425 2 0 7 492 min - 127.185 2- 52.487 6- 2234.433 2 -.365 6 -.416 7 0 2 493 2 max 134.643 7 52.577 1 2071.548 7 .365 1 .285 2 .003 6 494 min - 127.185 2 - 52.487 6 - 2235.102 2 -.365 6 -.286 7 -.003 1 495 3 max 134.643 7 52.577 1 2070.88 7 .365 1 .146 2 .007 6 496 min - 127.185 2 - 52.487 6 - 2235.77 2 -.365 6 -.157 7 -.007 1 497 4 max 134.643 7 52.577 1 2070.212 7 .365 1 .041 1 .01 6 498 min - 127.185 2 - 52.487 6 - 2236.438 2 -.365 6 -.063 6 -.01 1 499 5 maxi 134.643 7 52.577 1 2069.544 7 .365 1 .102 7 .013 6 500 min - 127.185 2 - 52.487 6 - 2237.106 2 -.365 6 -.134 2 -.013 1 501 M51 1 max -37.7 1 303 7 303 1 0 1 0 1 0 1 502 min -37.7 7 -303 2 -303 6 0 1 0 1 0 1 503 2 max 2189.928 2 194.807 7 276.873 1 0 2 .215 1 .08 2 504 min - 2116.722 7- 202.265 2- 276.963 6 0 7 -.215 6 -.082 7 505 3 max 51.311 2 355.9 2 355.9 6 0 1 .712 1 .712 2 506 min 51.311 7 -355.9 7 -355.9 1 0 1 -.712 6 -.712 7 507 4 max 44.506 2 329.45 2 329.45 6 0 1 .026 1 .026 2 508 min 44.506 7- 329.45 7- 329.45 1 0 1 -.026 6 -.026 7 509 5 max 0 1 0 1 0 1 0 1 0 1 0 1 510 min 0 1 0 1 0 1 0 1 0 1 0 1 511 M52 1 max 881.495 1 993.062 7 3338.539 1 .596 7 1.045 6 .035 7 512 min - 896.729 6 - 993.118 2 - 3268.741 6 -.596 2 -1.056 1 -.035 2 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 35 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) LC v Shear lb LC z Shear lb LC Tor ouefk =ftl LC v -v Mome... LC z -z Mome... LC 513 2 max 881.495 1 993.062 7 3339.207 1 .596 7 .84 6 .027 2 514 min - 896.729 6 - 993.118 2 - 3268.073 6 -.596 2 -.847 1 -.027 7 515 3 max 881.495 1 993.062 7 3339.875 1 .596 7 .636 6 .089 2 516 min - 896.729 6 - 993.118 2 - 3267.405 6 -.596 2 -.639 1 -.089 7 517 4 max 881.495 1 993.062 7 3340.544 1 .596 7 .432 6 .151 2 518 min - 896.729 6 - 993.118 2 - 3266.737 6 -.596 2 -.43 1 -.151 7 519 5 max 881.495 1 993.062 7 3341.212 1 .596 7 .228 6 .213 2 520 min - 896.729 6 - 993.118 2 - 3266.069 6 -.596 2 -.221 1 -213 7 521 M53 1 max 128.929 6 225.318 2 3415.525 6 .306 2 .543 1 .035 2 522 min - 113.695 1 - 225.262 7 - 3191.756 1 -.306 7 -.562 6 -.035 7 523 2 max 128.929 6 225.318 2 3416.193 6 .306 2 .344 1 .021 2 524 min - 113.695 1 - 225.262 7 - 3191.088 1 -.306 7 -.349 6 - .021 7 525 3 max 128.929 6 225.318 2 3416.861 6 .306 2 .144 1 .007 2 526 min - 113.695 1 - 225.262 7 - 3190.42 1 -.306 7 -.135 6 -.007 7 527 4 max 128.929 6 225.318 2 3417.529 6 .306 2 .078 6 .007 7 528 min - 113.695 1 - 225.262 7 - 3189.751 1 -.306 7 -.055 1 -.007 2 529 5 max 128.929 6 225.318 2 3418.197 6 .306 2 .292 6 .021 7 530 min - 113.695 1 - 225.262 7 - 3189.083 1 -.306 7 -.254 1 -.021 2 531 M54 1 max -51.75 2 331 7 331 1 0 1 0 1 0 1 532 min -51.75 1 -331 2 -331 6 0 1 0 1 0` 1 533 2 max 3352.954 6 582.712 7 471.145 1 .035 2 .259 1 .607 2 534 min - 3254.327 1 - 582.768 2 - 486.379 6 -.035 7 -.255 6 -.608 7 535 3 max 73.392 1 383.9 2 383.9 6 0 1 1.402 1 1.402 2 536 min 73.392 6 -383.9 7 -383.9 1 0 1 -1.402 6 -1.402 7 537 4 max 62.571 1 357.45 2 357.45 6 0 1 .661 1 .661 2 538 min 62.571 6- 357.45 7- 357.45 1 0 1 -.661 6 -.661 7 539 5 max 0 1 0 1 0 1 0 1 0 1 0 1 540 min 0 1 0 1 0 1 0 1. 0 1 0 1 541 M55 1 max 410.879 1 448.138 7 1647.905 2 .406 1 .55 7 .004 6 542 min - 418.963 6 - 448.234 2 - 1594.088 7 -.406 6 -.557 2 -.004 1 543 2 max 410.879 1 448.138 7 1648.573 2 .406 1 .461 6 .03 6 544 min - 418.963 6 - 448.234 2 - 1593.42 7 -.406 6 -.465 1 -.03 1 545 3 max 410.879 1 448.138 7 1649.241 2 .406 1 .375 6 .057 2 546 min - 418.963 6 - 448.234 2 - 1592.752 7 -.406 6 -.375 1 -.057 7 547 4 max 410.879 1 448.138 7 1649.909 2 .406 1 .289 6 .085 2 548 min - 418.963 6 - 448.234 2 - 1592.084 7 -.406 6 -.285 1 -.085 7 549 5 max 410.879 1 448.138 7 1650.578 2 .406 1 .203 6 .113 2 550 min - 418.963 6 - 448.234 2 - 1591.416 7 -.406 6 -.195 1 -.113 7 551 M56 1 max 96.037 2 83.374 1 1696.711 7 .21 2 .294 1 .004 1 552 min - 87.953 7 - 83.278 6 - 1545.283 2 -.21 7 -.304 6`. -.004 6 553 2 max 96.037 2 83.374 1 1697.379 7 .21 2 .211 1 .002 2 554 min - 87.953 7 - 83.278 6 - 1544.615 2 -.21 7 -.211 6 -.002 7 555 3 max 96.037 2 83.374 1 1698.047 7 .21 2 .128 1 .007 6 556 min - 87.953 7 - 83.278, 6 - 1543.947 2 -.21 7 -.119 6 -.007 1 557 4 max 96.037 2 83.374 1 1698.715 7 .21 2 .045 1 .012 6 558 min - 87.953 7 - 83.278 6 - 1543.278 2 -.21 7 -.026 6 -.012 1 559 5 max 96.037 2 83.374 1 1699.383 7 .21 2 .125 7 .017 6 560 min - 87.953 7 - 83.278 6 - 1542.61 2 -.21 7 -.096 2 -.017 1 561 M57 1 max -37.7 1 303 7 303 1 0 1 0 1 0 1 562 min -37.7 7 -303 2 -303 6 0 1 0 1 0 1 563 2 max 1652.205 7 228.239 7 205.131 1 .004 1 .184 1 .172 2 564 min - 1589.788 2 - 222.591 2 - 210.916 6 -.004 6 -.183 6 -.171 7 565 3 max 51.311 6 355.9 2 355.9 6 0 1 .712 1 .712 2 566 min 51.311 1 -355.9 7- 355.9 1 0 1 -.712 6 -.712 7 567 4 max 44.506 6 329.45 2 329.45 6 0 1 .026 1 .026 2 568 min 44.506 1- 329.45 7- 329.45 1 0 1 -.026 6 -.026 7 569 5 max 0 1 0 1 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 36 Company : Destek Engineering, LLC Designer Job Number 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) ember Sec Axial lb LC v Shear lb LC z Shear bl LC Tor auefk -ft l LC v -v Mome... LC z -z Mome 570 min 0 1 0 1 0 1 0 1 0 1 0 1 571 M58 1 max 586.883 6 613.869 7 1958.045 1 .57 2 .784 6 .004 2 572 min - 594.337 1 - 614.041 2 - 2000.441 6 -.57 7 -.778 1 -.004 7 573 2 max 586.883 6 613.869 7 1957.376 1 .57 2 .659 6 .042 2 574 min - 594.337 1 - 614.041 2 - 2001.109 6 -.57 7 -.656 1 -.042 7 575 3 max 586.883 6 613.869 7 1956.708 1 .57 2 .534 6 .08 2 576 min - 594.337 1 - 614.041 2 - 2001.777 6 -.57 7 -.533 1 -.08 7 577 4 max 586.883 6 613.869 7 1956.04 1 .57 2 .409 6 .119 2 578 min - 594.337 1 - 614.041 2 - 2002446 6 -.57 7 -.411 1 -.119 7 579 5 max 586.883 6 613.869 7 1955.372 1 .57 2 .283 6 .157 2 580 min - 594.337 1 - 614.041 2 - 2003.114 6 -.57 7 -.289 1 -.157 7 581 M59 1 max 124.917 6 97.931 7 1897.819 6 .268 7 .437 1 .004 7 582 min - 117.463 1 - 97.759 2 - 2060.667 1 -.269 2 -.428 6 -.004 2 583 2 max 124.917 6 97.931 7 1897.151 6 .268 7 .309 1 .003 2 584 min - 117.463 1 - 97.759 2 - 2061.335 1 -.269 2 -.31 6 -.003 7 585 3 max 124.917 6 97.931 7 1896.483 6 .268 7 .18 1 .009 2 586 min - 117.463 1 - 97.759 2 - 2062.003 1 -.269 2 -.191 6 -.009 7 587 4 max 124.917 6 97.931 7 1895.814 6 .268 7 .051 1 .015 2 588 min - 117.463 1 - 97.759 2 - 2062.671 1 -.269 2 -.073 6 - .015 7 589 5 max 124.917 6 97.931 7 1895.146 6 .268 7 .046 6 .021 2 590 min - 117.463 1 - 97.759 2 - 2063.339 1 -.269 2 -.078 1 -.021 7 591 M60 1 max -37.7 1 303 7 303 1 0 1 0 1 0 1 592 min -37.7 3 -303 2 -303 6 0 1 0 1 0 1 593 2 max 2016.161 1 231.519 7 211.987 1 .004 2 .078 1 .266 2 594 min - 1942.324 6 - 231.691 2 - 204.533 6 -.004 7 -.079 6 -.266 7 595 3 max 51.311 1 355.9 2 355.9 6 0 1 .712 1 .712 2 596 min 51.311 2 -355.9 7 -355.9 1 0 1 -.712 6 -.712 7 597 4 max 44.506 1 329.45 2 329.45 6 0 1 .026 1 .026 2 598 min 44.506 2. 329.45 7- 329.45 1 0 1 -.026 6 -.026 7 599 5 max 0 1 0 1 0 1 0 1 0 1 0 1 600 min 0 1 0 1 0 1 0 1 0 1 0 1 601 M61 1 max 999.16 7 150.827 1 437.955 2 1.35 6 .043 7 .095 6 602 min - 1034.641 2 - 150.915 6 - 265.261 7 -1.35 1 -.045 2 -.095 1 603 2 max 999.16 7 150.827 1 437.287 2 1.35 6 .027 7 .104 6 604 min - 1034.641 2 - 150.915 6 - 265.929 7 -1.35 1 -.018 2 -.104 1 605 3 max 999.16 7 150.827 1 436.619 2 1.35 6 .01 6 .114 6 606 min - 1034.641 2 - 150.915.6 - 266.598 7 -1.35 1 .009 1 -.113 1 607 4 max 999.16 7 150.827 1 435.951 2 1.35 6 .037 2 .123 6 608 min - 1034.641 2 - 150.915 6 - 267.266 7 -1.35 1 -.007 7 -.123 1 609 5 max 999.16 7 150.827 1 435.283 2 1.35 6 .064 2 .132 6 610 min - 1034.641 2 - 150.915 6 - 267.934 7 -1.35 1 -.023 7 -.132 1 611 M62 1 max 325.286 2 558.528 1 417.39 7 .45 6 .024 7 .272 1 612 min - 289.805 7 - 558.44 6 - 285.827 2 -.45 1 -.025 2 -.272 6 613 2 max 325.286 2 558.528 1 416.722 7 .45 6 .05 7 .237 1 614 • min - 289.805 7 - 558.44 6 - 286.495 2 -.45 1 -.043 2 -.237 6 615 3 max 325.286 2 558.528 1 416.053 7 .45 6 .076 7 .202 1 616 min - 289.805 7 - 558.44 6 - 287.163 2 -.45 1 -.061 2 -.202 6 617 4 max 325.286 2 558.528 1 415.385 7 .45 6 .102 7 .167 1 618 min - 289.805 7 - 558.44 6 - 287.831 2 -.45 1 -.079 2 -.167 6 619 5 max 325.286 2 558.528 1 414.717 7 .45 6 .128 7 .132 1 620 min - 289.805 7 - 558.44 6 - 288.499 2 -.45 1 -.097 2 -.132 6 621 M63 1 max -51.75 7 331 7 331 1 0 1 0 1 0 1 622 min -51.75 1 -331 2 -331 6 0 1 0 1 0 1 623 2 max 352.146 7 530.203 7 340.233 7 .132 1 .654 1 1.061 2 624 min - 351.07 2 - 562.95 2 - 353.892 2 -.132 6 -.656 6 -1.056 7 625 3 max 73.392 2 383.9 2 383.9 6 0 1 1.402 1 1.402 2 626 min 73.392 7- 383.9 7 -383.9 1 0 1 -1.402 6 -1.402 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 37 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) Toraue[k -ft l LC v -y Mome... LC z -z Mome... LC 627 4 max 62.571 2 357.45 2 357.45 6 0 1 .661 1 .661 2 628 min 62.571 7- 357.45 7- 357.45 1 0 1 -.661 6 -.661 7 629 5 max 0 1 0 1 0 1 0 1 0 1 0 1 630 min 0 1 0 1 0 1 0 1 0 1 0 1 631 M64 1 max 682.39 1 778.028 6 215.67 6 .868 7 .036 1 .183 6 632 min - 706.25 6 - 777.973 1 - 98.492 1 - .868 2 -.038 6 -.183 1 633 2 max 682.39 1 778.028 6 215.002 6 .868 7 .03 1 .134 6 634 min - 706.25 6 - 777.973 1 - 99.16 1 -.868 2 -.024 6. -.134 1 635 3 max 682.39 1 778.028 6 214.334 6 .868 7 .024 1 .086 6 636 min - 706.25 6 - 777.973 1 - 99.828 1 -.868 2 -.011 6 -.086 1 637 4 max 682.39 1 778.028 6 213.665 6 .868 7 .018 1 .045 7 638 min - 706.25 6 - 777.973 1 - 100.496 1 -.868 2 .003 6 -.045 2 639 5 max 682.39 1 778.028 6 212.997 6 .868 7 .016 6 .062 7 640 min - 706.25 6 - 777.973 1 - 101.164 1 -.868 2 .011 1 -.062 2 641 M65 1 max 39.394 6 501.752 1 202.059 1 .632 6 .005 1 .162 2 642 min - 15.534 1 - 501.807 6 - 112.103 6 -.632 1 -.007 6 -.163 7 643 2 max 39.394 6 501.752 1 201.391 1 .632 6 .018 1 .137 2 644 min - 15.534 1 - 501.807 6 - 112.771 6 -.632 1 -.014 6 -.137 7 645 3 max 39.394 6 501.752 1 200.723 1 .632 6 .03 1 .112 2 646 min -15.534 1 - 501.807 6 - 113.439 6 -.632 1 -.021 6 -.112 7 647 4 max 39.394 6 501.752 1 200.055 1 .632 6 .043 1 .087 2 648 min - 15.534 1 - 501.807 6 - 114.107 6 -.632 1 -.028 6 -.087 7 649 5 max 39.394 6 501.752 1 199.386 1 .632 6 .055 1 .062 2 650 min - 15.534 1 - 501.807 6 - 114.775 6 -.632 1 -.035 6 -.062 7 651 M66 1 max -35.5 6 308 7 308 1 0 1 0 1 0 1 652 min -35.5 1 -308 2 -308 6 0 1 0 1 0 1 653 2 max 157.081 1 457.614 1 540.813 1 .062 2 .658 1 .314 2 654 min - 157.081 6 - 448.534 6 - 562.879 6 -.062 7 -.661 6 -.315 7 655 3 max 49.111 1 360.9 2 360.9 6 0 1 .722 1 .722 2 656 min 49.111 6 -360.9 7 -360.9 1 0 1 -.722 6 -.722 7 657 4 max 42.306 1 334.45 2 334.45 6 0 1 .026 1 .026 2 658 min 42.306 6- 334.45 7- 334.45 1 0 1 -.026 6 -.026 7 659 5 max 0 1 0 1 0 1 0 1 0 1 0 1 660 min 0 1 0 1 0 1 0 1 0 1 0 1 661 M67 1 max 812.639 2 1214.968 1 258.647 2 .043 1 .057 7 .228 1 662 min - 863.865 7 - 1215.153 6 - 507.454 7 -.042 6 -.054 2 -.229 6 663 2 max 812.639 2 1214.968 1 259.315 2 .043 1 .026 7 .153 1 664 min - 863.865 7 - 1215.153 6 - 506.786 7 -.042 6 -.038 2 -.153 6 665 3 max 812.639 2 1214.968 1 259.984 2 .043 1 -.006 7 .077 1 666 min - 863.865 7 - 1215.153 6 - 506.118 7 -.042 6 -.022 2 -.077 6 667 4 max 812.639 2 1214.968 1 260.652 2 .043 1 -.006 2 0 2 668 min - 863.865 7- 1215.153 6- 505.45 7 -.042 6 -.038 7 0 7 669 5 max 812.639 2 1214.968 1 261.32 2 .043 1 .011 2 .075 6 670 min - 863.865 7 - 1215.153 6 - 504.781 7 -.042 6 -.069 7 -.075 1 671 M68 1 max 668.372 7 1019.66 6 288.306 7 .713 6 .029 7 .18 6 672 min - 617.146 2 - 1019.475 1 - 477.795 2 -.713 1 -.026 2 -.18 1 673 2 max 668.372 7 1019.66 6 288.974 7 .713 6 .047 7 .116 6 674 min - 617.146 2 - 1019.475 1 - 477.127 2 -.713 1 -.056 2 -.116 1 675 3 max 668.372 7 1019.66 6 289.642 7 .713 6 .065 7 .052 6 676 min - 617.146 2 - 1019.475 1 - 476.459 2 -.713 1 -.085 2 -.052 1 677 4 max 668.372 7 1019.66 6 290.31 7 .713 6 .083 7 .012 1 678 min - 617.146 2 - 1019.475 1 - 475.791 2 -.713 1 -.115 2 -.012 6 679 5 max 668.372 7 1019.66 6 290.979 7 .713 6 .101 7 .075 1 680 min - 617.146 2 - 1019.475 1 - 475.123 2 -.713 1 -.145 2 -.075 6 681 M69 1 max 0 1 0 1 0 1 0 1 0 1 0 1 682 min 0 1 0 1 0 1 0 1 0 1 0 1 683 2 max 160.352 3 1 158.7 2 158.7 6 0 1 1.19 1 1.19 2 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 38 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Forces (Continued) rauefk -ft l LC v -v Mome... LC z -z Mome... LC 684 M1 -, V1 V min 160.352 1 -158.7 7 -158.7 1 0 1 -1.19 6 -1.19 7 685 1 3 max 106.901 3 1 105.8 -105.8 2 7 105.8 -105.8 6 1 0 0 1 1 .529 -.529 1 6 .529 -.529 2 7 686 1 0 min 106.901 687 2 4 max 53.451 3 52.9 2 52.9 6 0 1 .132 1 .132 2 688 4 min 53.451 1 -52.9 7 -52.9 1 0 1 -.132 6 -.132 7 689 -2.404 5 max 0 1 0 1 0 1 0 1 0 1 0 1 690 2.532 1 min 0 1 0 1 0 1 0 1 0 1 0 1 691 M70 1 max 1134.452 6 1270.5 2 303.385 6 1.019 6 .052 1 .18 2 692 .131 7 min - 1173.729 1 - 1270.292 7 - 494.293 1 -1.019 1 -.05 6 -.18 7 693 -.024 2 max 1134.452 6 1270.5 2 304.053 6 1.019 6 .021 1 .127 1 694 0 1 min - 1173.729 1 - 1270.292 ` 7 - 493.625 1 -1.019 1 -.031 6 -.127 6 695 0 3 max 1134.452 6 1270.5 2 304.721 6 1.019 6 -.01 1 .109 1 696 1 ma min -1173.729 1 - 1270.292 7 - 492.956 1 -1.019 1 -.012 6 -.109 6 697 12 4 max 1134.452 6 1270.5 2 305.389 6 1.019 6 .007 6 .091 1 698 0 1 min - 1173.729 1 - 1270.292 7 - 492.288 1 -1.019 1 -.041 1 -.091 6 699 4.342 5 max 1134.452 6 1270.5 2 306.057 6 1.019 6 .026 6 .137 7 700 -5.954 2 - 7.035 min - 1173.729 1 - 1270.292 7 - 491.62 1 -1.019 1 -.071 1 -.138 2 701 M71 1 max 368.475 1 624.901 6 326.164 1 .552 6 .028 1 .229 6 702 -15.9... 7 min - 329.198 6 - 625.109 1 - 471.513 6 -.553 1 -.026 6 -.229 1 703 2 max 368.475 1 624.901 6 326.832 1 .552 6 .049 1 .19 6 704 min - 329.198 6 - 625.109 1 - 470.845 6 -.553 1 -.056 6 -.19 1 705 3 max 368.475 1 624.901 6 327.501 1 .552 6 .069 1 .151 6 706 min - 329.198 6 - 625.109 1 - 470.177 6 -.553 1 -.085 6 -.15 1 707 4 max 368.475 1 624.901 6 328.169 1 .552 6 .09 1 .111 6 708 min - 329.198 6 - 625.109 1 - 469.509 6 -.553 1 -.115 6 -.111 1 709 5 max 368.475 1 624.901 6 328.837 1 .552 6 .11 1 .138 2 710 min - 329.198 6 - 625.109 1 - 468.84 6 -.553 1 -.144 6 -.137 7 711 M72 1 max -59.75 7 382.9 7 382.9 1 0 1 0 1 0 1 712 min - 59.75 6' - 382.9 2 -382.9 6 0 1 0 1 0 1 713 2 max 398.27 6 886.764 7 510.558 1 .137 7 1.207 1 .802 2 714 min - 399.408 1 - 901.987 2 - 474.35 6 -.138 2 -1.202 6 -.8 7 715 3 max 81.392 1 435.8 2 435.8 6 0 1 1 1.605 -1.605 1 6 1.605 -1.605 2 7 716 min 81.392 6 -435.8 7 -435.8 1 0 717 4 max 70.571 1 409.35 2 409.35 6 0 1 .76 1 .76 2 718 min 70.571 6- 409.35 7- 409.35 1 0 1 -.76 6 -.76 7 719 5 max 0 1 0 1 0 1 0 1 0 1 0 1 720 min 0 1 0 1 0 1 0 1 0 1 0 1 Envelope Member Section Stresses Axialrksi1 LC -Too.. LC v- Bot...LC z -To... LC z- Bot...LC 1 M1 -, V1 V ma 1.212 7 .14 - 2 .089 2 0 1 0 1 0 1 0 1 2 min -.885 2 -.143 7 -.092 7 0 1 0 1 0 1 0 1 3 2 ma 1.189 7 .211 7 .27 1 1.415 7 1.372 2 2.404 1 2.391 6 4 min -.908 2 -.205 2 -.268 6 -1.372 2- 1.415 7- 2.391 6 -2.404 1 5 3 ma 1.286 7 .141 1 .14 7 1.322 7 1.255 2 2.532 1 2.516 6 min -1.119 2 -.137 6 -.139 2 -1.255 2 -1.322 7- 2.516 6 -2.532 1 7 4 ma .004 2 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 8 min .004 6 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 9 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 10 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 11 M2 1 ma 1.217 7 .14 2 .622 7 0 1 0 1 0 1 0 1 12 min -1.267 2 -.346 7 -.589 2 0 1 0 1 0 1 0 1 13 2 ma 1.209 7 .152 2 .576 7 5.956 2 7.848 7 4.342 7 8.417 2 14 min -1.259 2 -.334 7 -.544 2 -7.851 7 -5.954 2 - 7.035 2 -5.194 7 15 3 ma 1.201 7 .326 7 .541 2 12.397 2 15.987 7 9.424 7 17.258 2 16 min -1.251 2 -.172 1 -.573 7 -15.9... 7 - 12.3... 2 - 14.4... 2 - 11.2... 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corra .r3d] Page 39 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) Member Sec Axialfksil LC v Shearfksil LC z Sheariksil LCv -To o..LCy -Bot.. LCz -To... LCz -Bot.. L 17 4 max .896 7 .338 7 .586 2 6.34 2 8.233 7 4.996 7 9.201 2 18 min -.946 2 -.155 2 -.619 7 -8.236 7 -6.338 2 -7.691 2 -5.978 7 19 5 ma .887 7 .349 7 .632 2 0 1 0 1 0 1 0 1 20 min -.937 2 -.144 2 - .664 7 0 1 0 1 0 1 0 1 21 M3 1 ma .082 2 -.023 6 .091 7 0 1 0 1 0 1 0 1 22 min -.086 7 -.023 1 -.091 2 0 1 0 1 0 1 0 1 23 2 ma .09 2 -.012 6 .046 7 .425 2 .717 7 .853 7 1.717 2 24 min -.095 7 -.012 1 -.046 2 -.717 7 -.425 2 -1.435 2 - 1.02 7 25 3 ma .098 2 0 1 0 1 .567 2 .955 7 1.137 7 2.289 2 26 min -.103 7 0 1 0 1 -.956 7 -.567 2 -1.913 2 -1.36 7 27 4 ma .106 2 .012 6 .046 2 .425 2 .717 7 .853 7 1.717 2 28 min -.111 7 .012 1 -.046 7 -.717 7 -.425 2 - 1.435 2 -1.02 7 29 5 ma .115 2 .023 6 .091 2 0 1 0 1 0 1 0 1 30 min -.12 7 .023 1 -.091 31 M4 1 ma .29 1 .229 7 .286 2 0 1 0 1 0 1 0 1 32 min -.277 6 -.397 2 -.319 7 0 1 0 1 0 1 0 1 33 2 ma .299 1 .241 7 .332 2 4.822 7 5.85 2 2.56 6 6.837 1 34 min -.285 6 -.385 2 -.365 7 -5.852 2 -4.82 7 -5.714 1 - 3.062 6 35 3 ma .307 1 .495 7 .288 2 10.122 7 11.983 2 3.921 2 13.598 1 36 min -.294 6 -.463 2 -.167 7 -11.9... - 10.1... 7 - 11.3... 1 - 4.691 2 37 4 ma .271 6 .326 6 .399 7 3.966 7 4.995 2 1.482 2 5.55 7 38 min -.258 1 -.181 1 -.366 2 -4.997 2 -3.965 7 -4.639 7 -1.773 2 39 5 ma .263 6 .337 6 .353 7 0 1 0 1 0 1 0 1 40 min -.249 1 -.17 1 -.32 2 0 1 0 1 0 1 0 1 41 M5 1 ma ■ .057 7 -.015 1 .095 7 0 1 0 1 0 1 0 1 42 min -.053 2 -.015 1 -.095 2 0 1 0 1 0 1 0 1 43 2 ma .044 7 -.008 1 .048 7 -.207 1 .207 1 13.686 7 13.686 2 44 min -.04 2 - .008 1 -.048 2 -.207 1 .207 1 - 13.6... 2 - 13.6... 7 45 3 ma .031 7 0 1 0 1 -.276 1 .276 1 18.248 7 18.248 2 46 min -.026 2 0 1 0 1 -.276 1 .276 1- 18.2... 2- 18.2... 7 47 4 ma .023 1 .008 1 .048 2 -.207 1 .207 1 13.686 7 13.686 2 48 min -.018 6 .008 1 -.048 7 -.207 1 .207 1 -13.6... 2 - 13.6...7 0 1 49 5 ma .036 1 .015 1 .095 2 0 1 0 1 0 1 50 min -.031 6 .015 1 -.095 7 0 1 0 1 0 1 0 1 51 M6 1 ma 2.318 2 .019 2 .075 1 0 1 0 1 0 1 0 1 52 min -2.268 7 -.04 7 -.075 6 0 1 0 1 0 1 0 1 53 2 ma ■ 2.327 2 .01 2 .038 1 .275 6 .362 1 .56 1 .869 6 54 min -2.274 7 -.02 7 -.038 6 -.362 1 -.275 6 -.736 6 -.661 1 55 3 ma 2.337 2 0 1 0 1 .367 6 .483 1 .746 1 1.159 6 56 min -2.28 7 0 1 0 1 -.483 1 -.367 6 -.981 6 -.881 1 57 4 ma 2.347 2 .02 7 .038 6 .275 6 .362 1 .56 1 .869 6 58 min -2.286 7 -.01 2 -.038 1 -.362 1 -.275 6 -.736 6 -.661 1 59 5 ma 2.357 2 .04 7 .075 6 0 1 0 1 0 1 0 1 60 min -2.293 7 -.019 2 -.075 1 0 1 0 1 0 9 0 1 61 M7 1 ma 1.011 7 .09 6 .068 1 0 1 0 1 0 1 0 1 62 min -.684 2 -.095 1 -.068 6 0 1 0 1 0 1 0 1 63 2 ma .988 7 .228 7 .278 1 1.733 7 1.704 2 2.462 1 2.438 6 64 min -.707 2 -.223 2 -.275 6 -1.704 2 -1.733 7 -2.438 6 -2.462 1 65 3 ma 1.018 7 .076 7 .158 6 2.622 7 2.569 2 1.458 1 1.42 6 66 min -.851 2 -.073 2 -.157 1 - 2.569 2 -2.622 7 -1.42 6 -1.458 1 67 4 ma .004 1 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 68 min .004 7 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 69 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 70 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 71 M8 1 ma .833 7 -.023 2 .091 1 0 1 0 1 0 1 0 1 72 min -.$88 2 -.023 1 -.091 6 0 1 0 1 0 1 0 1 73 2 mak .824 7 -.012 2 .046 1 .425 6 .717 1 .853 1 1.717 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 40 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) r Sec Axialfksil LC v Shearfksil LC z Shearfksil LCv -To p..LCv -Bot.. LCz -To... LCz - Bot...L 74 min -.88 2 -.012 1 -.046 6 -.717 1 -.425 6 - 1.435 6 -1.02 1 75 3 ma .816 7 0 1 0 1 .567 6 .955 1 1.137 1 2.289 6 76 min -,872 2 0 1 0 1 -.956 1- .567'6 -1,913 6` -1.36 1 77 4 ma .808 7 .012 2 .046 _6 .425 6 .717 1 .853 1 1.717 6 78 min -.864 2 .012 1 -.046 1 -.717 1 -.425 6 -1.435 6 -1.02 1 79 5 ma .799 7 .023 2 .091 6 0 1 0 1 0 1 0 1 80 min -.855 2 .023 6 -.091 1 0 1 0 1 0 1 0 1 81 M9 1 ma .246 2 -.023 6 .091 1 0 1 0 1 0 1 0 1 82 min -.252 7 -.023 1 -.091 6 0 1 0 1 0 1 0 1 83 2 ma .254 2 -.012 6 .046 1 .425 6 .717 1 .853 1 1.717 6 84 min -.26 7 -.012 1 -.046 6 -.717 1 -:425 6 -1.435 6 -1.02 1 85 3 ma .263 2 0 1 0 1 .567 6 .955 1 1.137 1 2.289 6 86 min -,268 7 0 1 0 1 -.956 1 -.567 6 -1.913 6 -1.36 1 87 4 ma .271 2 .012 7 .046 6 .425 6 .717 1 .853 1 1.717 6 88 min -.277 7 .012 1 -.046 1 -.717 1 -.425 6 -1.435 6 -1.02 1 89 5 max .279 2 .023 7 .091 6 0 1 0 1 0 1 0 1 90 min -.285 7 .023 1 -.091 1 0 1 0 1 0 1 0 1 91 M10 1 max ,112 7 -.023 6 .091 1 0 1 0 1 0 1 0 1 92 min -.092 2 -.023 1 -.091 6 0 1 0 1 0 1 0 1 93 2 ma .103 7 -.012 6 .046 1 .425 6 .717 1 .853 1 1.717 6 94 min -.084 2 -.012 1 -.046 6 -.717 1 -.425 6 - 1.435 6 -1.02 1 95 3 ma .095 7 0 1 0 1 .567 6 .955 1 1.137 1 2.289 6 96 min -.076 2 0 1 0 1 -.956 1 -.567 6 -1.913 6 -1.36 1 97 4 max .087 7 .012 6 .046 6 .425 6 .717 1 .853 1 1.717 6 98 min -.067 2 .012 1 -.046 1 -.717 1 -.425 6 -1.435 6 -1.02 1 99 5 max .078 7 .023 3 .091 6 0 1 0 1 0 1 0 1 100 min -.059 2 .023 1 -.091 1 0 1 0 1 0 1 0 1 101 M11 1 ma .09 7 -.015 1 .095 1 0 1 0 1 0 1 0 1 102 min -.082 2 -.015 1 -.095 6 0 1 0 1 0 1 0 1 103 2 ma .077 7 -.008 1 .048 1 -.207 1 .207 1 13.686 1 13.686 6 104 min -.069 2 -.008 1 -.048 6 -.207 1 .207 1 - 13.6...6 - 13.6...1 105 3 ma .063 7 0 1 0 1 -.276 1 .276 1 18.248 1 18.248 6 106 min -.056 2 0 1 0 1' -.276 1 .276 1- 182... 6- 18.2... 1 107 4 ma .05 7 .008 1 .048 6 -.207 1 .207 1 13.686 1 13.686 6 108 min -.043 2 .008 1 -.048 1 -.207 1 .207 °1 - 13.6... 6 - 13.6... 1 109 5 max .045 1 .015 1 .095 6 0 1 0 1 0 1 0 1 110 min -.038 6 .015 1 -.095 1 0 1 0 1 0 1 0 1 111 M12 1 max 1.744 2 .047 2 .056 1 0 1 0 1 0 1 0 1 112 min -1.694 7 -.058 7 -.038 6 0 1 0 1 0 1 0 1 113 2 ma 1.753 2 .023 2 .028 1 .162 2 .282 7 .63 1 .678 6 114 min -1.7 7 -.029 7 -.019 6 -.282 7 -.162 2 -.574 6 -.744 1 115 3 ma 1.763 2 0 1 0 1 .216 2 .376 7 .84 1 .905 6 116 min - 1.706 7 0 1 0 1 -.376 7 -.216 2 -.766 6 -.993 1 117 4 ma 1.772 2 .029 7 .019 6 .162 2 .282 7 .63 1 .678 6 118 min -1.712 7 -.023 2 -.028 1 - .282 7 -.162 2 -.574 6 -.744 1 119 5 ma 1.782 2 .058 7 .038 6 0 1 0 1 0 1 0 1 120 min -1.717 7 -.047 2 -.056 1` 0 1 0 1 0 1' 0 1 121 M13 1 ma 1.739 1 .24 6 .336 6 0 1 0 1 0 1 0 1 122 min -1:303 6 -.239 1 -.326 1 0 1 0 1 0 1 0 1 123 2 ma 1.716 1 .263 6 .047 6 2.817 6 2.807 1 1.261 6 1.059 1 124 min - 1.326 6 -.262 1 -.026 1 - 2.807 1 -2.817 6 -1.059 1 -1.261 6 125 3 ma .436 1 .172 1 .209 1 2.582 7 2.57 2 .382 6 .379 1 126 min -.251 6 -.172 6 -.192 .6 -2.57 2 -2.582 7 -.379 1 -.382 6 127 4 ma .004 1 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 128 min .004 7 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 129 5 max 0 1 0 1 0 1 0 1 0 1 0 1 0 1 130 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 41 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) Axialiksil LC v Sheariksil LC z Shealksil LCv -To ..LCv Bot.. LCz -To... LCz -Bot.. LC 131 M14 1 ma) .745 1 .388 6 .872 1 0 1 0 1 0 1 0 1 132 min -.796 6 -.556 1 -.847 6 0 1 0 1 0 1 0 1 133 2 max .737 1 .399 6 .826 1 10.18 6 11.698 1 5.011 1 8.632 6 134 min -.787 6 -.545 1 -.801 6 -11.7... 1 - 10.1... 6 - 7.215 6 -5.995 1 135 3 max, .893 1 .942 6 .346 1 20.077 6 22.918 1 21.906 1 31.012 6 136 min -.943 6 -.967 1 -.224 6 - 22.9... 1 - 20.0... 6 - 25.9... 6 - 26.2... 1 137 4 ma .884 1 .26 2 .74 6 6.032 6 7.551 1 11.237 1 16.079 6 138 min -.934 6 -.114 7 -.765 1 -7.554 1 -6.03 6- 13.4.. 6- 13.4... 1 139 5 ma .876 1 .271 2 .785 6 0 1 0 1 0 1 0 1 140 min -.926 6 -.103 7 -.81 1 0 1 0 1 0 1 0 1 141 M15 1 ma .112 7 -.023 6 .091 1 0 1 0 1 0 1 0 1 142 min - _118 2 -.023 1 -.091 6 0 1 0 1 0 1 0 1 143 2 ma .103 7 -.012 6 .046 1 .425 6 .717 1 .853 1 1.717 6 144 min -.11 2 -.012 1 -.046 6 -.717 1 -.425 6 -1.435 6 -1.02 1 145 3 ma ' .095 7 0 1 0 1 .567 6 .955 1 1.137 1 2.289 6 146 min -.102 2 0 1 0 1 -.956 1 -.567 6 -1.913 6 -1.36 1 147 4 ma .087 7 .012 6 .046 6 .425 6 .717 1 .853 1 1.717 6 148 min -.093 2 .012 1 -.046 1 -.717 1 -.425 6 -1.435 6 -1.02 1 149 5 ma .079 7 .023 2 .091 6 0 1 0 1 0 1 0 1 150 min -.085 2 .023 1 -.091 1 0 1 0 1 0 1% 0 1 151 M16 1 ma .178 1 .067 1 .168 6 0 1 0 1 0 1 0 1 152 min -.164 6 -.207 6 -.193 1 0 1 0 1 0 1 0 1 153 2 ma .17 1 .079 1 .214 6 2.417 1 3.275 6 .148 7 3.236 2 154 min -.156 6' -.195 6 -.239 1 - 3.276 6 -2.416 1 -2.705 2 -.178 7 155 3 ma .226 7 .419 6 .16 1 7.622 1 9.141 6 5.793 1 12.582 6 156 min -.212 2 -.353 1 -.162 6 -9.144 6 -7.619 1 - 10.5...6 -6.931 1 157 4 ma .218 7 .431 6 .141 1 3.572 1 4.429 6 3.181 1 6.863 6 158 min -.204 2 -.315 1 -.116 6 -4.43 6 -3.571 1 - 5.736 6 - 3.806 1 159 5 ma .22 6 .442 6 .096 1 0 1 0 1 0 1 0 1 160 min -.206 1 - .303 1 -.071 6 0 1 0 1 0 1 0 1 161 M17 1 ma .032 1 .015 1 .095 6 0 1 0 1 0 1 0 1 162 min -.025 6 .015 1 -.095 1 0 1 0 1 0 1 0 1 163 2 ma .019 1 .008 1 .048 6 .207 1 -.207 1 13.686 6 13.686 1 164 min -.011 6 .008 1 -.048 1 .207 1 -.207 1 - 13.6... 1 - 13.6... 6 165 3 ma .021 2 0 1 0 1 .276 1 -.276 1 18.248 6 18.248 1 166 min -.014 7 0 1 0 1 .276 1 -.276 1- 18.2... 1- 18.2...6 167 4 ma .034 2 -.008 1 .048 1 .207 1 -.207 1 13.686 6 13.686 1 168 min -.027 7 -.008 1 -.048 6 .207 1 -.207 1 - 13.6... 1 - 13.6...6 169 5 ma .047 2 -.015 1 .095 1 0 1 0 1 0 1 0 1 170 min -.04 7 -.015 1 -.095 6 0 1 0 1 0 1 0 1 171 M18 1 ma 2.894 6 .075 2 .04 1 0 1 0 1 0 1 0 1 172 min -2.857 1 -.075 7 -.019 6 0 1 0 1 0 1 0 1 173 2 ma 2.904 6 .038 2 .02 1 .276 2 .362 7 .735 2 .66 7 174 min -2.863 1 -.038 7 -.01 6 -.362 7 -.276 2 -.559 7 -.868 2 175 3 ma 2.914 6 0 1 0 1 .368 2 .483 7 .98 2 .88 7 176 min - 2.869 1 0 1 0 1 -.483 7 -.367 2 -.745 7 -1.158 2 177 4 ma 2.924 6 .038 7 .01 6 .276 2 .362 7 .735 2 .66 7 178 min -2.876 1 -.038 2 -.02 1 -.362 7 -.276 2 -.559 7 -.868 2 179 5 ma 2.934 6 .075 7 .019 6 0 1 0 1 0 1 0 1 180 min -2.882 1 -.075 2 -.04 1 0 1 0 1 0 1 0 1 181 M19 1 ma 1.108 2 .263 6 .337 6 0 1 0 1 0 1 0 1 182 min -.726 7 -.257 1 -.343 1 0 1 0 1 0 1 0 1 183 2 ma 1.085 2 .236 6 .07 6 2.637 6 2.626 1 1.468 6 1.463 1 184 min -.749 7 -.237 1 -.068 1 -2.626 1 -2.637 6 - 1.463 1 -1.468 6 185 3 ma 1.121 2 .219 7 .415 1 2.992 7 3.022 2 1.941 1 1.901 6 186 min -.929 7 -.224 2 -.41 6 -3.022 2 - 2.992 7 -1.901 6 -1.941 1 187 4 max .026 2 .411 2 .411 6 4.406 7 4.406 2 4.406 1 4.406 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 42 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) ber Sec Axialfksil LC v Shearfksil LC z Shearfksil LCv -To p..LCv- Bot...LCz -To... LCz- Bot...L 188 min .026 1 -.411 7 -.411 1 -4.406 2 -4.406 7 - 4.406 6 -4.406 1 189 5 ma .022 2 .387 2 .387 6 0 1 0 1 0 1 0 1 190 min .022 1 -.387 7 -.387 1 0 1 0 1 0 1 0 1 191 M20 1 ma .934 2 -.023 2 .091 2 0 1 0 1 0 1 0 1 192 min -.989 T -.023 6 -.091 7 0 1 0 1 0 1 0 1 193 2 ma .943 2 -.012 2 .046 2 .425 7 .717 2 .853 2 1.717 7 194 min -.997 7 -.012 6 -.046 7 -.717 2 -.425 7 -1.435 7 -1.02 2 195 3 ma .951 2 0 1 0 1 .567 7 .955 2 1.137 2 2.289 7 196 min - 1.006 7 0 1 0 1 -.956 2 -.567 7- 1.913 7 -1.36 2 197 4 ma .959 2 .012 2 .046 7 .425 7 .717 2 .853 2 1.717 7 198 min -1.014 7 .012 7 -.046 2 -.717 2 -.425 7 -1.435 7 -1.02 2 199 5 ma .968 2 .023 2 .091 7 0 1 0 1 0 1 0 1 200 min -1.022 7 .023 6 -.091 2 0 1 0 1 0 1 0 1 201 M21 1 ma .096 6 -.023 6 .091 2 0 1 0 1 0 1 0 1 202 min -.103 1 -.023 1 -.091 7 0 1 0 1 0 1 0 1 203 2 ma .105 6 -.012 6 .046 2 .425 7 .717 2 .853 2 1.717 7 204 min _.111 1 -.012 1 -.046 7 -.717 2 -,425 7 - 1435 7 -1.02 2 205 3 ma .113 6 0 1 0 1 .567 7 .955 2 1.137 2 2.289 7 206 min -.119 1 0 1 0 1 -.956 2 -.567 7 -1.913 7 -1.36 2 207 4 ma .121 6 .012 6 .046 7 .425 7 .717 2 .853 2 1.717 7 208 min -.128 1 .012 7 -.046 2 -.717 2 -.425 7 - 1.435 7 -1.02 2 209 5 ma .129 6 .023 2 .091 7 0 1 0 1 0 1 0 1 210 min -.136 1 .023 1 -.091 2 0 1 0 1' 0 1 0 1 211 M22 1 ma .06 7 -.023 7 .091 2 0 1 0 1 0 1 0 1 212 min -.042 2 -.023 1 -.091 7 0 1 0 1 0 1 0 :1 213 2 ma .052 7 -.012 7 .046 2 .425 7 .717 2 .853 2 1.717 7 214 min -.034 2 -.012 3 -.046 7 -.717 2 -.425 7 -1.435 7 -1.02 215 3 ma .046 6 0 1 0 1 .567 7 .955 2 1.137 2 2.289 7 216 min -.028 1 0 1 0 1 -.956 2 -.567 7 -1.913 7 -1.36 2 217 4 ma .054 6 .012 2 .046 7 .425 7 .717 2 .853 2 1.717 7 218 min -.036 1 .012 6 -.046 2 -.717 2 -.425 7 -1.435 7 -1.02 2 219 5 ma .062 6 .023 2 .091 7 0 1 0 1 0 1 0 1 220 min -.044 1 .023 3 -.091 2 0 1 0 1 0 1 0 1 221 M23 1 ma .068 1 .015 1 .095 7 0 1 0 1 0 1 0 1 222 min -.06 6 .015 1 -.095 2 0 1 0 1 0 1 0 1 223 2 ma .055 1 .008 1 .048 7 .207 1 -.207 1 13.686 7 13.686 2 224 min -.047 6 .008 1 -.048 2 .207 1 -.207 1 - 13.6..: 2 - 116... 7 225 3 ma .041 1 0 1 0 1 .276 1 -.276 1 18.248 7 18.248 2 226 min -.034 6 0 1 0 1 .276 1 -.276 1- 18.2... 2- 18.2... 7 227 4 ma .036 2 -.008 1 .048 2 .207 1 -.207 1 13.686 7 13.686 2 228 min -.028 7 -.008 1 -.048 7 .207 1 -.207 1 - 13.6... 2 - 13.6... 7 229 5 ma .049 2 -.015 1 .095 2 0 1 0 1 0 1 0 1 230 min -.041 7 -.015 1 -.095 7 0 1 0 1 0 1 0 1 231 M24 1 ma 2.061 6 .058 2 .056 1 0 1 0 1 0 1 0 1 232 min - 2.007 1 -.047 7 -.038 6 0 1 0 1 0 1 0 1 233 2 ma 2.07 6 .029 2 .028 1 .283 6 .31 1 .572 2 .389 7 234 min -2.012 1 - .023 7 -.019 6 -.31 1 -:283 6 -.329 7 -.676 2 235 3 ma 2.079 6 0 1 0 1 .377 6 .414 1 .763 2 .518 7 236 min -2.018 1 0 1 0 1 -.414 1 -.377 6 -.439 7 -.901 2 237 4 ma 2.089 6 .023 7 .019 6 .283 6 .31 1 .572 2 .389 7 238 min -2.024 1 -.029 2 -.028 1 -.31 1 -.283 6 -.329 7 -.676 2 239 5 ma 2.098 6 .047 7 .038 6 0 1 0 1 0 1 0 1 240 min -2.03 1 -.058 2 -:056 1 0 1 0 1 0 1 0 1 241 M25 1 ma 1.782 2 .255 2 .392 6 0 1 0 1 0 1 0 1 242 min -1.356 7 -.264 7 -.391 1 0 1 0 1, 0 1 0 1 243 2 ma 1.759 2 .108 1 .422 6 1.167 1 1.366 6 4.629 6 4.627 1 244 min - 1.379 7 -.129 6 -.422 1 - 1.366 6 -1.167 1 -4.627 1 -4.629 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 43 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) Member Sec Axial[ksi] LC y Shear[ksi] .199 LC 7 z Shear[ksi .242 LC y-Top..LC 1 .385 1 y-Bot.. .393 LCz 6 -To... .997 LCz- 1 Bot...LC .992 6 245 3 ma .394 2 246 min -.214 7 -.217 2 -.242 6 -.393 6 -.385 1 -.992 6 - .99711 247 4 ma .004 1 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 248 min .004 3 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 249 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 250 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 251 M26 1 ma 1.064 2 .27 7 .763 2 0 1 0 1 0 1 0 1 252 min -1.113 7 -.426 2 -.74 7 0 1 0 1 0 1 0 1 253 2 ma 1.055 2 .281 7 .717 2 8.302 7 9.702 2 6.598 6 10.346 1 254 min -1.105 7 -.415 2 -.695 7 -9.706 2 - 8.298 7 -8.647 1 - 7.894 6 255 3 ma 1.047 2 .762 7 .29 2 16.32 7 18.926 2 17.679 2 25.588 7 256 min -1.097 7 -.785 2 -.18 7 - 18.9... 2 - 16.3... 7 - 21.3.. 7 - 21.1... 2 257 4 ma 1.013 2 .447 6 .673 7 6.058 7 7.459 2 9.124 2 13.366 7 258 min - 1.063 7 ' -.314 1 -.696 2 -7.462 2 -6.056 7 - 11.1... 7 - 10.9... 259 5 ma 1.005 2 .459 6 .719 7 0 1 0 1 0 1 0 1 260 min - 1.055 7 -.302 1 -.742 2 0 1 0 1 0 1 0 1 261 M27 1 ma .186 1 -.023 1 .091 2 0 1 0 1 0 1 0 1 262 min -.194 6 -.023 6 -.091 7 0 1 0 1 0 1 0 1 263 2 ma .178 1 -.012 1 .046 2 .425 7 .717 2 .853 2 1.717 7 264 min -.185 6 -.012 6 -.046 7 -.717 2 -.425 7 -1.435 7 -1.02 2 265 3 ma .17 1 0 1 0 1 .567 7 .955 2 1.137 2 2.289 7 266 min -.177 6 0 1 0 1 -.956 2 -.567 7 -1.913 7 -1.36 2 267 4 ma .162 1 .012 1 .046 7 .425 7 .717 2 .853 2 1.717 7 268 min -.169 6 .012 6 -.046 2 -.717 2 -.425 7 -1.435 7 -1.02 2 269 5 ma .153 1 .023 1 .091 7 0 1 0 1 0 1 0 1 270 min -.16 6 .023 6 -.091 2 0 1 0 1 0 1 0 1 271 M28 1 ma .23 1 .124 6 .12 7 0 1 0 1 0 1 0 1 272 min -.216 6 -.254 1 -.143 2 0 1 0 1 0 1 0 1 273 2 ma .221 1 .135 6 .166 7 2.411 2 3.215 7 1.777 6 4.96 1 274 min -.208 6 -.243 1 -.189. 2 -3.217 7 -2.41 2 -4.145 1 -2.126 6 275 3 a .213 1 .309 7 .156 2 5.849 2 7.261 7 2.598 2 9.53 1 276 min -.199 6 -.251 2 -.159 7 -7.264 7 -5.847 2 -7.966 1 -3.109 2 277 4 ma .138 7 .321 7 .143 6 2.686 2 3.489 7 1.583 2 4.728 7 278 min -.125 2 -.214 2 -.12 1 -3.49 7 -2.685 2 -3.952 7 - 1.894,2 0 1 279 5 ma .147 7 .333 7 .135 6 0 1 0 1 0 1 280 min -.133 2 -.202 2_ -.112 1 0 1 0 1 0 1- 0 1 281 M29 1 ma .04 2 .015 1 .095 7 0 1 0 1 0 1 0 1 282 min -.033 7 .015 1 -.095 2 0 1 0 1 0 1 0 1 283 2 ma .046 6 .008 1 .048 7 .207 1 -.207 1 13.686 7 13.686 2 284 min -.038 1 .008 1 -.048 2 .207 1 -.207 1 - 13.6...2 - 13.6... 7 285 3 ma .059 6 0 1 0 1 .276 1 -.276 1 18.248 7 18.248 2 286 min -.052 1 0 1 0 1 .276 1 -.276 1- 18.2... 2- 18.2... 7 287 4 ma .072 6 -.008 1 .048 2 .207 1 -.207 1 13.686 7 13.686 2 288 min -.065 1 -.008 1 -.048 7 .207 1 -.207 1 - 13.6... 2 - 13.6... 7 289 5 ma .085 6 -.015 1 .095 2 0 1 0 1 0 1 0 1 290 min -.078 1 -.015 1 -.095 7 0 1 0 1 0 1 0 1 291 M30 1 ma 3.174 7 .04 2 .075 1 0 1 0 1 0 1 0 1 292 min -3.135 2 -.019 7 -.075 6 0 1 0. 1 0 1 0 1 293 2 ma 3.184 7 .02 2 .038 1 .362 6 .275 1 .736 1 .661 6 294 min -3.142 2 -.01 7 -.038 6 -.275 1 -.362 6 -.56 6 -.869 "1 295 3 ma 3.194 7 0 1 0 1 .483 6 .367 1 .981 1 .881 6 296 min -3.148 ' 2 0 1 0 1 -.367 1 -.483 6 -.746 6 -1.159 1 297 4 ma 3.204 7 .01 7 .038 6 .362 6 .275 1 .736 1 .661 6 298 -3.154 2 -.02 2 -.038 1 -.275 1 -.362 6 -.56 6 -.869 1 299 5 3.214 7 .019 7 .075 6 0 1 0 1 0 1 0 1 300 -3.16 2 -.04 2 -.075 1 0 1 0 1 0 1 0 1 301 M31 1 1.264 6 .22 2 .478 6 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 44 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) er Sec Axial ksil LG v Shearfksi LC z Shearfksi) LCv- Too..LCv- Bot...LCz -To... LCz -B 302 min -,893 1 -.211 7 -.472 1 0 1 0 1 0 1 0 1 303 2 ma 1.241 6 .113 1 .195 6 1.206 1 1.196 6 2.863 6 2.853 1 304 min -.916 1 -.114 6 -.195 1 -1.196 6 - 1.206'1 -2.853 1 -2:863 6 305 3 ma 1.17 6 .357 7 .507 1 2.937 7 2.973 2 1.267 1 1.299 6 306 min -.984 1 -.362 2 -.512 6 -2.973 2 -2.937 7 -1.299 6 -1.267 1 307 4 ma .026 1 .411 2 .411 6 4.406 7 4.406 2 4.406 1 4.406 6 308 min .026 7 -.411 7 -.411 1 -4.406 2 -4.406 7 - 4.406 6 -4.406 1 309 5 ma .022 1 .387 2 .387 6 0 1 0 1 0 1 0 1 310 min .022 7 -.387 7 -.387 1 0 1 0 1 0 1 0 1 311 M32 1 ma 4 .87 6 -.023 2 .091 6 0 1 0 1 0 1 0 1 312 min -.924 1 -.023 1 -.091 1 0 1 0 1 0 1 0 1 313 2 ma 4 .878 6 -.012 2 .046 6 .425 1 .717 6 .853 6 1.717 1 314 min -.932 1 -.012 1 -.046 1 -.717 6 -.425 1 -1.435 1 -1.02 6 315 3 ma .886 6 0 1 0 1 .567 1 .955 6 1.137 6 2.289 1 316 min -.94 1 0 1 0 1 -.956 6 -.567 1 -1.913 1 -1.36 6 317 4 ma .895 6 .012 6 .046 1 .425 1 .717 6 .853 6 1.717 1 318 min -.949 1 .012 1 -.046 6 -.717 6 -.425 1 - 1.435 1 _1.02 6 319 5 ma .903 6 .023 6 .091 1 0 1 0 1 0 1 0 1 320 min -.957 1 .023 1 -.091 6 0 1 0 1 0 1 0 1 321 M33 1 ma .143 7 -.023 1 .091 6 0 1 0 1 0 1 0 1 322 min -.15 2 -.023 2 -.091 1 0 1 0 1 0 1 0 1 323 2 ma ■ .151 7 -.012 7 .046 6 .425 1 .717 6 .853 6 1.717 1 324 min -.159 2 -.012 2 -.046 1 -.717 6 -.425 1 -1.435 1 -1.02 6 325 3 ma I .16 7 0 1 0 1 .567 1 .955 6 1.137 6 2.289 1 326 min l -.167 2 0 1 0 1 -.956 6 -.567 1- 1.913 1 -1.36 6 327 4 maX .168 7 .012 7 .046 1 .425 1 .717 6 .853 6 1.717 1 328 min -.175 2 .012 2 -.046 6 -.717 6 -.425 1 -1.435 1 -1.02 6 329 5 ma 4 .176 7 .023 6 .091 1 0 1 0 1 0 1 0 1 330 min -.184 2 .023 2 -.091 6, 0 1 0 1 0 1 0 1 331 M34 1 ma 1 .082 7 -.023 7 ..091 6 0 1 0 1 0 1 0 1 332 min -.064 2 -.023 2 -.091 1 0 1 0 1 0 d 0 1 333 2 ma .091 7 -.012 7 .046 6 .425 1 .717 6 .853 6 1.717 1 334 min -.073 2 - .012 6 -.046 1 -.717 6 -.425 1 -1.435 1 -1.02 6 335 3 ma .099 7 0 1 0 1 .567 1 .955 6 1.137 6 2.289 1 336 min -.081 2 0 1 0 1 -.956 6 -.567 1 -1.913 1 -1.36 6 337 4 ma .107 7 .012 7 .046 1 .425 1 .717 6 .853 6 1.7171 338 min -.089 2 .012 1 -.046 6 - .717 6 -.425 1 -1.435 1 -1.02 6 339 5 ma 4 .115 7 .023 6 .091 1 0 1 0 1 0 1 0 1 340 min -.097 2 .023 1 -.091 6 0 1 0 1 0 1" 0 1 341 M35 1 ma .066 2 .015 1 .095 1 0 1 0 1 0 1 0 1 342 min -.058 7 _015 1 -.095 6 0 1 0 1 0 1 0 1 343 2 ma .053 2 .008 1 .048 1 .207 1 -.207 1 13.686 1 13.686 6 344 min -.044 7 .008 1 -.048 6 .207 1 -.207 1 - 13.6... 6 - 13.6... 1 345 3 ma 4 .04 2 0 1 0 1 .276 1 -.276 1 18.248 1 18.248 6 346 min -.031 7 0 1 0 1 .276 1 -.276 1- 18.2... 6- 18.2... 1 347 4 ma .049 6 -.008 1 .048 6 .207 1 -.207 1 13.686 1 13.686 6 348 min -.041 1 -.008 1 -.048 1 .207 1 -.207 1 - 13.6... 6 - 13.6... 1 349 5 ma .063 6 -.015 1 .095 6 0 1 0 1 0 1 0 1 350 min -.054 1 -.015 1 -.095 1 0 1 0 1 0 1 0 1 351 M36 1 ma I 2.202 7 .058 2 .038 1 0 1 0 1 0 1 0 1 352 min -2.147 2 -.047 7 -.056 6 0 1 0 1 0 1 0 1 353 2 ma 2.211 7 .029 2 .019 1 .282 2 .162 7 .574 1 .744 6 354 min - 2.152 2 -.023 7 -.028 6 -.162 7 -.282 2 -.63 6 -.678 1 355 3 ma 2.221 7 0 1 0 1 .376 2 .216 7 .766 1 .993 6 356 min -2.158 2 0 1 0 1 -.216 7 -.376 2 -.84 6 -.905 1 357 4 ma 2.23 7 .023 7 .028 6 .282 2 .162 7 .574 1 .744 6 358 min -2.164 2 -.029 2 -.019 1 -.162 7 -.282 2 -.63 6 -.678 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 45 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) LC v Shearfksi LC z Shearrksil LCv -To p..LCv- Bot...LCz -To... LCz -Bot.. 359 5 ma 4 2.239 7 .047 7 .056 6_ 0 1 0 1 0 1 0 1 360 min -2.17 2 -.058 2 -.038 1_ 0 1 0 1 0 1 0 1 361 M37 1 ma 1.617 6 .231 2 .092 6 0 1 0 1 0 1 0 1 362 min -1.165 1 -.229 7 -.103 1 0 1 0 1 0 1 0 1 363 2 ma 1.594 6 .275 1 .242 1 2.866 1 2.856 6 1.775 1 2.008 6 364 min -1.188 1 -.274 6 -.266 6 -2.856 6 =2.866 1 -2.008 6 -1.775 1 365 3 ma .661 1 .18 7 .183 1 2.573 7 2.574 2 .778 1 .786 6 366 min -.481 6 -.181 2 -.203 6 -2.574 2 - 2.573 7 -.786 6 -.778 1 367 4 ma ' .004 6 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 368 min .004. 2 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 369 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 370 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 371 M38 1 ma 1.1 6 .083 7 .503 6 0 1 0 1 0 1 0 1 372 min -1.151 1 -.204 2 -.488 1 0 9 0 1 0 1 0 1 373 2 ma 1.091 6 .094 7 .458 6 3.681 1 4.724 6 6.629 6 9.821 1 374 min -1.142 1 -.193 2 -.443 1 - 4.726 6 - 3.679 1 -8.209 1 - 7.931 6 375 3 ma 1.083 6 .522 6 .102 1 10.741 1 12.633 6 12.689 6 18.497 1 376 min - 1.134 1 -.507 1 -.176 6 - 12.6... 6 - 10.7... 1 -15.46 1 - 15:1... 6 377 4 ma .638 6 .275 7 .521 1 5.512 1 6.555 6 5.575 6 8.559 1 378 min -.689 1 -.177 2 -.536 6 -6.558 6 -5.51 1 -7.154 1 -6.67 6 379 5 ma .629 6 .287 7 .566 1 0 1 0 1 0 1 0 1 380 min -.68 1 -.166 2 -.581 6 0 1 0 1 0 1 0 1 381 M39 1 ma .111 2 -.023 1 .091 6 0 1 0 1 0 1 0 1 382 min -.119 7 -.023 6 -.091 1 0 1 0 1 0 1 0 1 383 2 ma .118 1 -.012 1 .046 6 .425 1 .717 6 .853 6 1.717 1 384 min -.126 6 -.012 6 -.046 1 -.717 6 -.425 1 -1.435 1 -1.02 6 385 3 ma .126 1 0 1 0 1 .567 1 .955 6 1.137 6 2.289 1 386 min -.134 6 0 1 0 1 -.956 6 -.567 1 -1.913 1 -1.36 6 387 4 ma .134 1 .012 1 .046 1 .425 1 .717 6 .853 6 1.717 1 388 min -.142 6 .012 6 -.046 6 -.717 6 -.425 1 -1.435 1 -1.02 6 389 5 ma .143 1 .023 1 .091 1 0 1 0 1 0 1 0 1 390 min -.151 6 .023 6 -.091 6 0 1 0 1 0 1 0 1 391 M40 1 ma 4 .196 2 .183 6 .09 6 0 1 0 1 0 1 0 1 392 min -.18 7 -.287 1 -.105 1 0 1 0 1 0 1 0 1 393 2 ma .187 2 .195 6 .045 6 1.016 6 1.66 1 4.288 6 7.282 1 394 min -.171 7 -.275 1 -.06 1 -1.661 1 -1.015 6 -6.086 1 -5.13 6 395 3 ma .179 2 .206 6 .05 7 2.51 6 3.604 1 8.007 6 13.419 1 396 min -.163 7 -.264 1 -.105 2 -3.605 1 - 2.509 6 - 11.2... 1 -9.579 6 397 4 ma .11 6 .075 6 .042 7 .212 7 .856 2 -.771 1 1.231 6 398 min -.095 1 .006 1 -.026 2 -.856 2 -.211 7 -1.029 6 .922 1 399 5 ma .102 6 .086 6 .057 1 0 1 0 1 0 1 0 1 400 min -.086 1 .018 1 -.042 6 0 1 0 1' 0 1 0 1 401 M41 1 ma ' .096 6 -.015 1 .095 6 0 1 0 1 0 1 0 1 402 min - .085 1 -.015 1 -.095 1 0 1 0 1 403 2 ma .082 6 -.008 1 .048 6 -.207 1 .207 1 13.686 6 13.686 1 404 min -.072 1 -.008 1 -.048 1 -.207 1 .207 1 - 13.6.. 1 - 13.6...6 405 3 ma 4 .069 6 0 1 0 1 -.276 1 .276 1 18.248 6 18.248 1 406 min -.059 1 0 1 0 1 -.276 1 .276 1- 18.2... 1- 18.2...6 407 4 ma .056 6 .008 1 .048 1 -.207 1 .207 1 13.686 6 13.686 1 408 min -,046 1 .008 1 -.048 6 -.207 1 .207 1 - 13.6...1 - 13.6... 6 409 5 ma .048 7 .015 1 .095 1 0 1 0 1 0 1 0 1 410 min -.038 2 .015 1 -.095 6 0 1 0 1 0 1 0 1 411 M42 1 ma 3.183 1 .075 2 .019 1 0 1 0 1 0 1 0 1 412 min - 3.147 6 -.075 7 -.04 6°" 0 1 0 1 0 1 0 1 413 2 ma 3.193 1 .038 2 .01 1 .362 2 .276 7 .559 2 .868 7 414 min -3.154 6 -.038 7 _ -.02 6 -.276 7 -.362 2 -.735 7 -.66 2 415 3 ma 3.203 1 0 1 0 1 .483 2 .367 7 .745 2 1.158 7 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 46 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) Member Axiallksil LC v Shearlksi LC z Shearlksil LCv -To p..LCv -Bot.. LCz -To... LCz -Bo 416 min -3.16 6 0 1 0 1 -.368 7 -.483 2 -.98 7 -.88 2 417 4 ma 3.213 1 .038 7 .02 6 .362 2 .276 7 .559 2 .868 7 418 min -3.166 6 -.038 2 -.01 1 -.276 7 -.362 2- -.735 7 -.66 2 419 5 ma 3.223 1 .075 7 .04 6 0 1 0 1 0 1 0 1 420 min -3.172 6 -.075 2 -.019 1 0 1 0 1 0 1 0 1 421 M43 1 ma 1.291 7 .263 2 .003 7 0 1 0 1 0 1 0 1 422 min -.898 2 -.264 7 -.007 2 0 1 0 1 0 1 0 1 423 2 ma 1.268 7 .114 1 .09 2 1.556 1 1.456 6 .756 2 .85 7 424 min -.921 2 -.102 6 -.099 7 -1.456 6 -1.556 1 -.85 7 -.756 2 425 3 ma .175 7 .309 7 .074 2 2.018 7 2.002 2 1.331 1 1.317 6 426 min -.008 2_ -.293 2 -.087 7 -2.002 2 -2.018 7 - 1.317 6 -1.331 1 427 4 ma .004 2 .024 2 .024 6 .131 7 .131 2 .131 1 .131 6 428 min .004 1 -.024 7 -.024 1 -.131 2 -.131 7 -.131 6 -.131 1 429 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 430 min 0 1 0 1 0 1 0 1 0 1 0 431 M44 1 ma 1.125 7 -.023 7 .091 7 0 1 0 1 0 1 0 1 432 min -1.181 2 -.023 1 -.091 2 0 1 0 1 0 1 0 1 433 2 ma 1.133 7 -.012 7 .046 7 .425 2 .717 7 .853 7 1.717 2 434 min -1.189 2 -.012 1 -.046 2 -.717 7 -.425 2 - 1.435 2 -1.02 7 435 3 ma 1.142 7 0 1 0 1 .567 2 .955 7 1.137 7 2.289 2 436 min -1.197 2 0 1 0 1 -.956 7- .567 2 -1.913 2 -1.36 7 437 4 ma 1.15 7 .012 7 .046 2 .425 2 .717 7 .853 7 1.717 2 438 min -1.205 2 .012 1 -.046 7 -.717 7 -.425 2 -1.435 2 -1.02 7 439 5 ma I 1.158 7 .023 7 .091 2 0 1 0 1 0 1 0 1 440 min -1.214 2 .023 1 -.091 7 0 1 0 1 0 1 0 1 441 M45 1 ma ' .219 2 -.023 6 .091 7 0 1 0 1 0 1 0 1 442 min -.225 7 -.023 1 -.091 2 0 1 0 1 0 1 0 1 443 2 ma .211 2 -.012 6 .046 7 .425 2 .717 7 .853 7 1.717 2 444 . min -.216 7 -.012 1 -.046 2 -.717 7 -.425 2 -1.435 2 -1.02 7 445 3 ma .202 2 0 1 0 1 .567 2 .955 7 1.137 7 2.289 2 446 min -.208 7 0 1 0 1 -.956 7 -.567 2 -1.913 2 -1.36 7 447 4 ma .194 2 .012 7 .046 2 .425 2 .717 7 .853 7 1.717 2 448 min -.2 7 .012 1 -.046 7 -.717 7 -.425 2 - 1.435 2 -1.02 7 449 5 ma .186 2 .023 6 .091 2 0 1 0 1 0 1 0 1 450 min -.191 7 .023 1 -.091 7 0 1 0 1 0 1 0 1 451 M46 1 ma .136 1 -.023 6 .091 7 0 1 0 1 0 1 0 1 452 min -.118 6 -.023 1 -.091 • 2 0 1 0 1 0 1 0 1 453 2 ma .144 1 -.012 6 .046 7 .425 2 .717 7 .853 7 1.717 2 454 min - .126 6 -.012 1 -.046 2 -.717 7 -.425 2 - 1.435 2 -1.02 7 455 3 ma .153 1 0 1 0 1 .567 2 .955 7 1.137 7 2.289 2 456 min -.134 6 0 1 0 1 -.956 7 -.567 2 -1.913 2 -1.36 7 457 4 ma .161 1 .012 7 .046 2 .425 2 .717 7 .853 7 1.717 2 458 min -.142 6 .012 1 -.046 7 -.717 7 -.425 2 -1.435 2 -1.02 7 459 5 ma .169 1 .023 6 .091 2 0 1 0 1 0 1 0 1 460 min -.151 6 .023 1 -.091 7 0 1 0 1 0 1 0 1 461 M47 1 ma) .041 7 -.015 1 .095 7 0 1 0 1 0 1 0 1 462 min -.034 2 -.015 1 -.095 2 0 1 0 1 0 1 0 1 463 2 max .054 7 -.008 1 .048 7 -.207 1 .207 1 13.686 7 13.686 2 464 min -,047 2 -.008 1 -.048 2 -.207 1 .207 1 - 13.6... 2 - 13.6...7 465 3 max .068 7 0 1 0 1 -.276 1 .276 1 18.248 7 18.248 2 466 min -.06 2 0 1 0 1 -.276 1 .276 1- 18.2... 2- 18.2... 7 467 4 max .081 7 .008 1 .048 2 -.207 1 .207 1 13.686 7 13.686 2 468 min -.073 2 .008 1 -.048 7 -.207 1 .207 1 -13.6... 2 - 13.6.. 7 469 5 max .094 7 .015 1 .095 2 0 1 0 1 0 1 0 1 470 min -.086 2 .015 1 -.095 7 0 1 0 1 0 1 0 1 471 M48 1 max 2.138 2 .047 2 .038 1 0 1 0 1 0 1 0 1 472 min -2:095 7 -.058 7 -.056 6 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 47 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) ber Sec Axialiksil LC y Sheariksil LC z Shearfksil LCv -To o..LCv -Bot.. LCz -To... LCz - Bot...LC 473 2 Max 2.147 2 .023 2 .019 1 .31 6 .283 1 .329 2 .676 7 474 min -2.101 7 -.029 7 -.028 6 -.283 1 -.31 6 -.572 7 -.389 2 475 3 ma 2.157 2 0 1 0 1 .414 6 .377 1 .439 2 .901 7 476 min - 2.107 7 0 1 0 1 -.377 1 -.414 6 -.763 7 -.518 477 4 ma 2.166 2 .029 7 .028 6 .31 6 .283 1 .329 2 .676 7 478 min -2.112 7 -.023 2 -.019 1 -.283 1 -.31 6 -.572 7 -.389 2 479 5 ma 2.175 2 .058 7 .056 6 0 1 0 1 0 1 0 1 480 min -2.118 7 -.047 2 -.038 1 0 1 0 1 0 1 0 1= 481 M49 1 ma .184 7 .28 1 .905 2 .013 7 .013 2 12.085 7 11.995 2 482 min -A86 2 -28 6 -.923 7 -.013 2 -.013 7 - 11.9... 2 - 12.0... 7 483 2 ma .184 7 .28 1 .904 2 .628 1 .628 6 10.008 7 9.96 2 484 min -.186 2 -.28 6 -.923 7 -.628 6 -.628 1 -9.96 2 - 10.0... 7 485 3 ma .184 7 .28 1 .904 2 1.258 1 1.258 6 7.93 7 7.925 2 486 min -,186 2 -.28 6 -.924 7 -1258 6 -1:258 1 -7.925 2 -7.93 7 487 4 ma .184 7 .28 1 .904 2 1.887 1 1.888 6 5.852 7 5.891 2 488 min -,186 2 -.28 6 -.924 7 -1.888 6 -1,887 1 -5.891 2 -5:852 7 489 5 ma .184 7 .28 1 .904 2 2.517 1 2.517 6 3.773 7 3.857 2 490 min -,186 2 -.28 6 -.924 7 - 2.517 6 -2.517 1 - 3.857 2 - 3773 7 491 M50 1 ma .043 7 .022 1 .879 7 .013 2 .013 7 6.492 2 6.354 7 492 min -.04 2 -.022 6 -.948 2 -.013 7 -.013 2 -6.354 7 -6.492 2 493 2 ma .043 7 .022 1 .879 7 .051 1 .051 6 4.358 2 4.376 7 494 min -.04 2 -.022 6 -.949 2 -.051 6 -.051 1 - 4.376 7 - 4.358 2 495 3 ma .043 7 .022 1 .879 7 .102 1 .101 6 2.223 2 2.398 7 496 min -.04 2 -.022 6 -.949 2 -.101 6 -.102 1 -2.398 7' -2.223 2 497 4 ma 1 .043 7 .022 1 .879 7 .152 1 .152 6 .629 1 .962 6 498 min -.04 2 -.022 6 -.949 2 -.152 6 -.152 1 -.962 6 -.629 1' 499 5 ma .043 7 .022 1 .878 7 .202 1 .202 6 1.556 7 2.048 2 500 min -.04 2 -.022 6 -.949 2 -.202 6 -.202 1 -2.048 2 -1.556 7 501 M51 1 ma -.038 1 .606 7 .606 1 0 1 0 1 0 1 0 1 502 min -.038 7 -.606 2 -.606 6 0 1 0 1 0 1 0 1 503 2 ma ■ 2.19 2 .39 7 .554 1 1.862 7 1.827 2 4.881 1 4.879 6 504 min -2.117 7 -.405 2 -.554 6 -1.827 2 -1.862 7 - 4.879 6 -4.881 1 505 3 ma .051 2 .712 2 .712 6 16.177 7 16.177 2 16.177 1 16.177 6 506 min .051 7 -.712 7 -.712 1 - 16.1... 2 - 16.1... 7 - 16.1... 6 -16.1-.. 1 507 4 ma ' .045 2 .659 2 .659 6 .601 7 .601 2 .601 1 .601 6 508 min ,045 7 -.659 7 -.659 1 -.601 2 -.601 7 - :601 6 -.601 1 509 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 510 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 511 M52 1 ma .281 1 .421 7 1.417 1 .541 2 .54 715.961 6 16.136 1 512 min -.285 6 -.421 2 - 1.387 6 -.54 7 -.541 2 - 16.1,..1 - 15.9... 6 513 2 ma ' .281 1 .421 7 1.417 1 .408 7 .408 2 12.839 6 12.948 1 514 min -.285 6 -.421 2 -1.387 6 -.408 2 -.408 7 - 12.9... 1 - 12.8... 6 515 3 ma .281 1 .421 7 1.417 1 1.356 7 1.356 2 9.719 6 9.759 1 516 min -.285 6 -.421 2 -1.387 6 -1.356 2 -1.356 7 -9.759 1 -9.719 6 517 4 ma .281 1 .421 7 1.418 1 2.30472.30526.59966.5691 518 min -.285 6 -.421 2 -1.386 6 -2.305 2 -2.304 7 -6.569 1 - 6.599 6 519 5 ma 1 .281 1 .421 7 1.418 1 3.253 7 3.253 2 3.48 6 3.379 1 520 min -.285 6 -.421 2 -1.386 6 -3.253 2 -3.253 7 -3.379 1 -3.48 6 521 M53 1 ma .041 6 .096 2 1.45 6 .54 7 .541 2 8.301 1 8.591 6 522 min -.036 1 -.096 7 -1:355 1 -.541 2 -.54 7 -8.591 6 -8.301 523 2 max .041 6 .096 2 1.45 6 .325 7 .325 2 5.253 1 5.329 6 524 min -.036 1 -.096 7 -1.354 1 -.325 2 -.325 7 - 5.329 6 -5.253 1 525 3 ma .041 6 .096 2 1.45 6 .11 7 .11 2 2.206 1 2.066 6 526 min -.036 1 -.096 7 -1.354 1 -.11 2 -.11 7 -2.066 6 -2.206 1 527 4 ma .041 6 .096 2 1.45 6 .105 2 .105 7 1.197 6 .84 1 528 min -.036 1 -.096 7 -1.354 1 -.105 7 -.105 2 -.84 1 -1.197 6 529 5 ma .041 6 .096 2 1.451 6 .32 2 .32 7 4.461 6 3.886 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 48 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) ber Sec Axial Fksil LC v Shearfksil LC z Shearrksil LCv- Ton..LCv- Bot...LCz -To... LCz- 530 min -.036 1 -.096 7 -1.353 1 -.32 7 -.32 2 -3.886 1 -4.461 6 531 M54 1 max -.033 2 .416 7 .416 1 0 1 0 1 0 1 0 1 532 min -.033 1 -.416 2 -.416 6 0 1 0 1 0 1 0 1 533 2 ma 1 2.109 6 .733 7 .593 1 7.228 7 7.227 2 3.08 1 3.035 6 534 min - 2.047 1 -.733 2 -.612 6 -7.227 2 -7.228 7 -3.035 6 -3.08 1 535 3 ma .046 1 .483 2 .483 6 16.682 7 16.682 2 16.682 1 16.682 6 536 min .046 6 -.483 7 -.483 1 - 16.6... 2 - 16.6... 7 - 16.6... 6 - 16.6... 1 537 4 ma .039 1 .45 2 .45 6 7.862 7 7.862 2 7.862 1 7.862 6 538 min .039 6 -.45 7 -.45 1 -7.862 2 - 7.862 '7 -7.862 6 -7.862 1 539 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 540 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 541 M55 1 ma .131 1 .19 7 .699 2 .056 1 .056 6 8.407 7 8.507 2 542 min -.133 6 -.19 2 -.677 7 -.056 6 -.056 1 -8.507 2 - 8.407 7 543 2 ma .131 1 .19 7 .7 2 .457 1 .457 6 7.049 6 7.097 1 544 min -.133 6 -.19 2 -.676 7 -.457 6 -.457 1 -7.097 1 -7,049 6 545 3 ma .131 1 .19 7 .7 2 .877 7 .877 2 5.732 6 5.727 1 546 min -.133 6 -.19 2 -.676 7 -.877 2 -.877 7 -5.727 1 - 5:732 6 547 4 ma .131 1 .19 7 .7 2 1.305 7 1.305 2 4.416 6 4.357 1 548 min -.133 6 -.19 2 -.676 7 -1.305 2 -1.305 7 -4.357 1 -4.416 6 549 5 ma .131 1 .19 7 .701 2 1.733 7 1.733 2 3.1 6 2.985 1 550 min -.133 6 -.19 2 -.675 7 -1.733 2 -1.733 7 -2.985 1 -3.1 6 551 M56 1 ma .031 2 .035 1 .72 7 .056 6 .056 1 4.499 1 4.645 6 552 min -.028 7 -.035 6 -.656 2 -.056 1 -.056 6 - 4.645 6 -4.499 1 553 2 ma .031 2 .035 1 .72 7 .031 7 .031 2 3.228 1 3.229 6 554 min -.028 7 -.035 6 -.656 2 -.031 2 -.031 7 -3.229 6 -3.228 1 555 3 max .031 2 .035 1 .721 7 .103 1 .103 6 1.958 1 1.813 6 556 min -.028 7 -.035 6 -.655 2 -.103 6 -.103 1 -1.813 6 - 1.958 1 557 4 ma 031 2 .035 1 .721 7 .183 1 .183 6 .689 1 .395 6 558 mm -.028 7 -.035 6 -.655 2 -.183 6 -.183 1 -.395 6 -.689 1 559 5 a 1 .031 2 .035 1 .721 7 .263 1 .262 6 1.91 7 1.468 2 560 min -.028 7 -.035 6 -.655 2 -.262 6 -.263 1 -1.468 2 -1.91 7 561 M57 1 ma -.038 1 .606 7 .606 1 0 1 0 1 0 1 0 1 562 min -.038 7 -.606 2 -.606 6 0 1 0 1 0 1 0 1 563 2 ma 1.652 7 .456 7 .41 1 3.894 7 3.913 2 4.18 1 4.151 6 564 min -1.59 2 -.445. 2 -.422 6' -3.913 2 -3.894 7 -4.151 6 -4.18 1 565 3 ma .051 6 .712 2 .712 6 16.177 7 16.177 2 16.177 1 16.177 6 566 min .051 1 -.712 7 -.712 1 - 16.1... 2 - 16.1... 7 - 16.1... 6 - 16.1... 1 567 4 ma .045 6 .659 2 .659 6 .601 7 .601 2 .601 1 .601 6 568 min .045 1 -.659 7 -.659 1 -.601 2 -.601 7 -.601 6 -.601 1 569 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 570 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 571 M58 1 ma .187 6 .261 7 .831 1 .054 7 .054 2 11.977 6 11.888 1 572 min -.189 1 -.261 2 -.849 6 -.054 2 -.054 7 -11.8... 1 - 11.9... 6 573 2 ma .187 6 .261 7 .831 1 .641 7 .641 2 10.067 6 10.019 1 574 min -.189 1 -.261 2 -.849 6 -.641 2 -.641 7 - 10.0... 1 - 10.0... 6 575 3 ma) .187 6 .261 7 .83 1 1.227 7 1.227 2 8.155 6 8.15 1 576 min -.189 1 -.261 2 -.85 6 -1.227 2 -1.227 7 -8.15 1 -8.155 6 577 4 ma .187 6 .261 7 .83 1 1.813 7 1.813 2 6.244 6 6.282 1 578 min -.189 1 -.261 2 -.85 6 -1.813 2 -1.813 7 -6.282 ,1 - 6.244 6 579 5 ma .187 6 .261 7 .83 1 2.399 7 2.4 2 4.331 6 4.414 1 580 min -.189 1 -.261 2 -.85 6 -2.4 2 -2.399 7 - 4.414 1 - 4.331 6 581 M59 1 ma .04 6 .042 7 .805 6 .054 2 .054 7 6.683 1 6.544 6 582 min -.037 1 -.041 2 -.875 1 -:054 7 - .054 2 -6.544 6 -6.683 1 583 2 ma .04 6 .042 7 .805 6 .039 7 .039 2 4.714 1 4.732 6 584 min -.037 1 -.041 2 -.875 1 -.039 2 -.039 7'- 4.732 6 - 4.714 1 585 3 max .04 6 .042 7 .805 6 .133 7 .132 2 2.746 1 2.92 6 586 min -.037 1 -.041 2 -.875 1 -.132 2 -.133 7 -2.92 6 - 2.746 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 49 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) r LC v She arfksi LC z Shear(ksil LCv- Too..LCv- Bot...LCz -To... LCz -Bot.. 587 4 ma .04 6 .042 7 .805 6 .226 7 .226 2 .776 1 1.11 6 588 min -.037 1 -.041 2 -.875 1 -.226 2 - .226 7 -1.11 6 -.776 1 589 5 ma .04 6 .042 7 .804 6 .32 7 .319 2 .7 6 1.194 1 590 min -.037 1 -.041 2 -.876 1 -.319 2 -.32 7 -1.194 1 -.7 6 591 M60 1 ma -.038 1 .606 7 .606 1 0 1 0 1 0 1 0 1 592 min -.038 3 -.606 2 -.606 6 0 1 0 1 0 1 0 1 593 2 ma 2.016 1 .463 7 .424 1 6.05 7 6.045 2 1.764 1 1.801 6 594 min -1.942 6 -.463 2 -.409 6 -6.045 2 -6.05 7 -1.801 6 - 1.764 1 595 3 ma I .051 1 .712 2 .712 6 16.177 7 16.177 2 16.177 1 16.177 6 596 min .051 2 -.712 7 -.712 1 - 16.1... 2 - 16.1... 7 - 16.1... 6 - 16.1... 1 597 4 ma .045 1 .659 2 .659 6 .601 7 .601 2 .601 1 .601 6 598 min .045 2 -.659 7 -.659 1 -.601 2 -.601 7 -.601 6 -.601 1 599 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 600 min 0 1 0 1 0 1 0 1 0 1 0 1 0 601 M61 1 ma .318 7 .064 1 .186 2 1.445 1 1.447 6 .661 7 .691 2 602 min -.329 2 -.064 6 -.113 7 - 1.447 6 -t445 1 -.691 2 -.661 7 603 2 ma I .318 7 .064 1 .186 2 1.589 1 1.591 6 .407 7 .273 2 604 min -.329 2 -.064 6 -.113 7 - 1.591 6 -t589 1 -.273 2 -.407 7 605 3 ma .318 7 .064 1 .185 2 1.733 1 1.736 6 .154 6 -.143 1 606 min -.329 2 -.064 6 -.113 7 - 1.736 6 -t733 1 .143 1 -.1' 54 6 607 4 ma .318 7 .064 1 .185 2 1.878 1 1.88 6 .561 2 .102 7 608 min -.329 2 -.064 6 -.113 7 -1.88 6 -1.878 1 -.102 7 -.561 2 609 5 ma .318 7 .064 1 .185 2 2.022 1 2.024 6 .977 2 .357 7 610 min -.329 2 -.064 6 -.114 7 - 2.024 6 -2.022 1 -.357 7 -.977 2 611 M62 1 ma 1 .104 2 .237 1 .177 7 4.157 6 4.155 1 .361 7 .389 2 612 min -.092 7 -.237 6 -.121 2 -4.155 1 -4.157 6 -.389 2 -.361 7 613 2 ma l .104 2 .237 1 .177 7 3.624 6 3.622 1 .759 7 .662 2 614 min -.092 7 -.237 6 -.122 2 -3.622 1 -3.624 6 - .662 2 -.759 7 615 3 ma .104 2 .237 1 .177 7 3.09 6 3.088 1 1.157 7 .936 2 616 min -.092 7 -.237 6 -.122 2 -3.088 1 -3.09 6' -.936 2 -1.157 7 617 4 ma i .104 2 .237 1 .176 7 2.557 6 2.555 1 1.554 7 1211 2 618 min -.092 7 -.237 6 -.122 2 -2.555 1 - 2.557 6 -1.211 2 -1.554 7 619 5 ma .104 2 .237 1 .176 7 2.024 6 2.022 1 1.95 7 1.486 2 620 min -.092 7 -.237 6 -.122 2 -2.022 1 - 2.024 6 - 1.486 2 -1.95 7 621 M63 1 ma -.033 7 .416 7 .416 1 0 1 0 1 0 1 0 1 622 min -.033 1 -.416 2 -.416 6 0 1 0 1 0 1 0 1 623 2 ma I .221 7 .667 7 .428 7 12.561 7 12.617 2 7.784 1 7.807 6 624 min -.221 2 -.708 2 -.445 2 - 12.6...2. 12.5... 7 -7.807 6 - 7.784 1 625 3 ma .046 2 .483 2 .483 6 16.682 7 16.682 2 16.682 1 16.682 6 626 min .046 7 -.483 7 -.483 1 - 16.6... 2 - 16.6.. 7 - 16.6... 6 - 16.6... 1 627 4 ma .039 2 .45 2 .45 6 7.862 7 7.862 2 7.862 1 7.862 6 628 min .039 7 -.45 7 -.45 1 -7.862 2 -7.862 7 - 7.862 6 -7.862 1 629 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 630 min 0 1 0 1 0 1 0 1' 0 1 0 1 0 1 631 M64 1 ma .217 1 .33 6 .092 6 2.796 1 2.798 6 .553 1 .575 6 632 min -.225 6 -.33 1 -.042 1 - 2.798 6 -2.796 1 -.575 6 -.553 1 633 2 ma .217 1 .33 6 .091 6 2.053 1 2.055 6 .458 1 .37 6 634 min -.225 6 -.33 1 -.042 1 - 2.055 6 -2.053 1 -.37 6 -.458 1 635 3 ma .217 1 .33 6 .091 6 1.31 1 1.312 6 .363 1 .165 6 636 min -225' 6 -.33 1 -.042 1 -1.312 6 -1.31 1 -.165 6 -.363 1 637 4 ma .217 1 .33 6 .091 6 .689 2 .691 7 .268 1 -.04 6 638 min -.225 6 -.33 1 -.043 1 -.691 7 -.689 2 .04 6 -.268 1 639 5 ma .217 1 .33 6 .09 6 .941 2 .942 7 .243 6 -.172 1 640 min -.225 6 -.33 1 -.043 1 -.942 7 -.941 2 .172 1 - .243 6 641 M65 1 ma .013 6 .213 1 .086 1 2.484 7 2.482 2 .081 1 .1 6 642 min -.005 1 -.213 6 -.048 6 -2.482 2 -2.484 7 -.1 6 -.081 1 643 2 ma .013 6 .213 1 .085 1 2.099 7 2.097 2 .273 1 .207 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 50 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) Member Sec Axialfksil LC v Shearfksil -.213 LC 6 z Shearfksil -.048 LCv- 6 Too..LCv- 2.097 2 Bot...LCz -2.099 7 -To... -,207 LCz- 6 Bot...LC -.273 1 644 min -.005 1 645 3 ma .013 6 .213 1 .085 1 1.713 7 1.712 2 .465 1 .315 6 646 min -.005 1 -.213 6 -.048 6 -1.712 2 -1.713 7 -.315 6 -.465 1 647 4 ma .013 6 .213 1 .085 1 1.328 7 1.326 2 .657 1 .424 6 848 min -.005 1 - .213 6 -.048 6 4.326 2 -1.328 7 -.424 6 -.657 1 649 5 ma .013 6 .213 1 .085 1 .942 7 .941 2 .847 1 .533 6 650 min -.005 1 -.213 6 -.049 6 -.941 2 -.942 7 -.533 6 -.847 1 651 M66 1 ma -.035 6 .616 7 .616 1 0 1 0 1 0 1 0 1 652 min -.035 1 -.616 2 -.616 6 0 1 0 1 0 1 0 1 653 2 ma .157 1 .915 1 1.082 1 7.17 7 7.142 2 14.959 1 15.029 6 654 min -.157 6 -.897 6 -1.126 6 -7.142 2 -7.17 7 - 15.0... 6 - 14.9... 1 655 3 ma .049 1 .722 2 .722 6 16.405 7 16.405 2 16.405 1 16.405 6 656 min .049 6 -.722 7 -.722 1 - 16.4... 2 -16.4... 7 - 16.4... 6 - 16.4... 1 657 4 ma .042 1 .669 2 7 1 .669 -.669 0 6 1 1 .601 -.601 0 7 2 1 .601 -.601 0 2 7 1 .601 -.601 0 1 6 1 .601 -.601 0 6 1 1 658 min .042 6 -.669 0 659 5 ma 0 1 660 min 0 9 0 1 0 1 0 1 0 1 0 1 0 1 661 M67 1 ma .259 2 .516 1 .11 2 3.492 6 3.491 1 .874 7 .828 2 662 min -.275 7 -.516 6 -.215 7 -3.491 1 -3.492 6 -.828 2 -.874 7 663 2 ma .259 2 .516 1 .11 2 2.331 6 2.33 1 .39 7 .581 2 664 min -.275 7 -.516 6 -.215 7 -2.33 1 -2.331 6 -.581 2 -.39 7 665 3 ma .259 2 .516 1 .11 2 1.171 6 1.17 1 -.093 7 .333 2 666 min -.275 7 -.516 6 -.215 7 -1.17 1 -1,171 6 -.333 2 .093 7 667 4 ma .259 2 .516 1 .111 2 .014 7 .013 2 -.085 2 .576 7 668 min -.275 7 -.516 6 -.215 7 -.013 2 -.014 7 -.576 7 .085 2 669 5 ma .259 2 .516 1 .111 2 1.15 1 1.15 6 .165 2 1.059 7 670 min -.275 7 -.516 6 -.214 7 -1.15 6 -1.15 1 -1.059 7 -.165 2 671 M68 1 ma .213 7 .433 6 .122 7 2.744 1 2.745 6 .437 7 .395 2 672 min -.196 2 -.433 1 - .203 2 -2.745 6 -2.744 1 -.395 2 -.437 7 673 2 ma .213 7 .433 6 .123 7 1.77 1 1.771 6 .713 7 .85 2 674 min -.196 2 -.433 1 -.202 2 -1.771 6 -1.77 1' -.85 2 -.713 7 675 3 ma .213 7 .433 6 .123 7 .797 1 .797 6 .989 7 1.306 2 676 min -.196 2 -.433 1 -.202 2 -.797 6 -.797 1 - 1.306 2 -.989 7 677 4 ma .213 7 .433 6 .123 7 .176 6 .177 1 1.266 7 1.76 2 678 min -.196 2 -.433 1 -.202 2 -.177 1 -.176 6 -1.76 2 -1:266 7 679 5 ma .213 7 .433 6 .123 7 1.15 6 1.15 1 1.543 7 2.214 2 680 min -.196 2 -.433 1 -.202 2 -1.15 1 -1.15 6 -2.214 2 - 1.543 7 681 M69 1 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 682 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 683 2 ma ' .051 3 .067 2 .067 6 18.186 7 18.186 2 18.186 1 18.186 6 684 min .051 1 -.067 7 -.067 1 - 18.1...2 - 18.1... 7 - 18.1... 6 - 18.1... 1 685 3 ma .034 3 .045 2 .045 6 8.083 7 8.083 2 8.083 1 8.083 6 686 min .034 1 -.045 7 -.045 1 -8.083 2 -8:083 7 = 8.083 6 -8.083 1 687 4 ma .017 3 .022 2 .022 6 2.021 7 2.021 2 2.021 1 2.021 6 688 ' min .017 1 -.022 7 -.022 1 -2.021 2 -2.021 7 - 2.021 6 - 2:021 1 689 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 690 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 691 M70 1 ma .361 6 .539 2 .129 6 2.752 7 2.751 2 .792 1 .759 6 692 min -.374 1 -.539 7 -.21 1 -2.751 2 -2.752 7 -.759 6 -.792 1 693 2 ma .361 6 .539 2 .129 6 1.941 6 1.94 1 .321 1 .469 6 694 min -.374 1 -.539 7 -.21 1 -1.94 1 -1.941 6 -.469 6 -.321 1 695 3 ma .361 6 .539 2 .129 6 1.663 6 1.661 1 -.15 1 .179 6 696 min -.374 1 -.539 7 -.209 1 -1.661 1 -1.663 6 -.179 6 :15 ' 1 697 4 ma .361 6 .539 2 .13 6 1.385 6 1.383 1 .113 6 .621 1 698 min -.374 1 -.539 7 -.209 1 -1.383 1 -1.385 6 -.621 1 -.113 6 699 5 ma .361 6 .539 2 .13 6 2.101 2 2.1 7 .405 6 1.091 1 700 ` min -.374 1 -.539 7 -.209 1 -2.1 7 -2.101 2 - 1.091 1 -.405 6 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 51 Company : Destek Engineering, LLC Designer Job Number : 010010233 Tybee Island Water Tank Corral May 14, 2013 9:59 AM Checked By: Envelope Member Section Stresses (Continued) ber Sec Axial sil LC v Shearfksi LC z Shearfksil LCv- Too..LCv- Bot...LCz -To... LCz- 701 M71 1 ma .117 1 .265 6 .138 1 3.492 1 3.493 6 .433 1 .402 6 702 min -.105 6 -.265 1 -.2 6 -3.493 6 -3.492 1 -.402 6 -.433 1 703 2 ma .117 1 .265 6 .139 1 2.895 1 2.897 6 .745 1 .852 6 704 min -.105 6 -.265 1 -.2 6 - 2.897 6 -2.895 1 -.852 6 -.745 1 705 3 ma 1 .117 1 .265 6 .139 1 2.298 1 2.3 6 1.057 1 1.301 6 706 min -.105 6 -.265 1 -.2 6 -2.3 6 -2.298 1 -1.301 6 -1.057 1 707 4 ma .117 1 .265 6 .139 1 1.702 1 1.703 6 1.37 1 1.75 6 708 min -.105 6 -.265 1 -.199 6 - 1.703 6 -1.702 1 -1.75 6 - 1.3711 709 5 ma .117 1 .265 6 .14 1 2.1 7 2.101 2 1.684 1 2.198 6 710 min -.105 6 -.265 1 -.199 6 -2.101 2 -2.1 7 -2.198 6 - 1.684 1 711 M72 1 ma -.038 7 .482 7 .482 1 0 1 0 1 0 1 0 1 712 min -.038 6 -.482 2 -.482 6 0 1 0 1 0 1 0 1 713 2 ma .25 6 1.115 7 .642 1 9.516 7 9.542 2 14.356 1 14.294 714 min -.251 1 -1.135 2 -.597 6 -9.542 2 -9.516 7 -14.2... - 14.3... 1 715 3 ma .051 1 .548 2 .548 6 19.1 7 19.1 2 19.1 1 19.1 6 716 min .051 6 -.548 7 -.548 1 -19.1 2 -19.1 7 -19.1 6 -19.1 1 717 4 ma .044 1 .515 2 .515 6 9.045 7 9.045 2 9.045 1 9.045 6 718 min .044 6 -.515 7 -.515 1 -9.045 2 -9.045 7 -9.045 6 -9.045 1 719 5 ma 0 1 0 1 0 1 0 1 0 1 0 1 0 1 720 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 RISA -3D Version 9.1.1 [Z: \... \... \... \Calcs \Tybee Island Corral.r3d] Page 52 LOCATION MAP in C,F3= klinoE- ttevill ,N Eli ufed Charieston ¢tan He961181:01 h I1t1a'tttr Savanna t ea I} a." tipli'is z 11 , ,r - r ina� land" f,Sy oa�rTr StisB�`2"S231Nf�ra-o�aG�mr y�7a�s6rrs s.auters Nlrk3rtAreserr -_.i VICINITY MAP A tfantic Ocean 10,9, ' t� % Lfll.� F r Desoto Rear "Hotel -_ t7�rf �' { ' �ea hsideCQ1018/ '1410 r f r� ( r ..__<_ yhee Island cos: r}7 r¢ r7 a, 7Ft PS1 s3(-2 iI Srlrosria CaraOrdcilddilir r`5ss_1anS2ra Al r11 rEknR7! DRIVE DIRECTIONS FROM ATLANTA: GO SOUTH ON 1 -15 5. MERGE ONTO I -16 E/GA -404 E VIA EXIT I65 ON THE LEFT TOWARD SAVANNAH. MERGE ONTO GA -204 W VIA EXIT 165 TOWARD 31TH ST /ABERGORN ST. TURN SLIGHT LEFT ONTO H 31TH ST /GA -204 W. TURN RIGHT ONTO WHITAKER ST. TURN LEFT ONTO US -80 E/GA -26 E. TURN RIGHT ONTO U5- 80 /GA -26. TAKE THE IST RIGHT ONTO 2ND ST, THE SITE 15 ON YOUR RIGHT. DEPARTMENT NAME / SIGNATURE DATE LAND OWNER / TOWER OWNER SITE ACQUISITION AGENT ZONING / PERMITTING AGENT At MANAGER CONSTRUCTION MANAGER RF ENGINEER SITE NUMBER: 410 -013 TYBEE PROJECT: UMTS 3C PREPARED FOR: at &t PROJECT MANAGER: RECEIVED ANSCO &ASSOCIATES, L LC. SPECIALIZED TELECOMMUNICATIONS SERVICES PREPARED BY: PPIA 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 - 280 -2325 PROJECT INFORMATION SITE ADDRESS: 111 BUTLER AVENUE TYBEE ISLAND, GA 31328 LATITUDE: 32.01122° LONGITUDE: - 80.84111° JURISDICTION: CHATHAM COUNTY TOWER avER, GITY OF TYBEE ISLAND TOWN HALL PO BOX 2141 TYBEE ISLAND, GA 31328 APPLICANT: PROJECT MANAGER: ENGINEER: ATV' 5405 WINDWARD PARKWAY ALPHARETTA, SA 30004 ANSGO 4 ASSOCIATES, LLG 136 PARK NORTH BLVD., SUITE 100 CLARKSTON, GA 30021 PM4A 30 MANSELL COURT, SUITE 103 ROSWELL, GA 30016 PATRICK W MARSHALL, P.E. 08 -280 -2325 POWER: GEORGIA POWER TELGO: AUT SCOPE OF WORK INSTALL UMTS EQUIPMENT WITHIN AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. INSTALL NEW AND / OR REPLACEMENT ANTENNAS AND LINES ON EXISTING TOWER. CONNECT POWER AND TELGO TO EXISTING AT4T UTILITY SERVIGE. DRAWING INDEX T -I TITLE SHEET 4 PROJECT INFORMATION G -1 GENERAL NOTES G-2 OVERALL SITE PLAN G -3 PROPOSED EQUIPMENT LAYOUT G -4 EQUIPMENT DETAILS G -5 EQUIPMENT DETAILS G -b RFDS NOTES 4 CONNECTION DIAGRAM 0 -1 TOWER ELEVATION AND ANTENNA ORIENTATION 5 -1 MOUNT UPGRADE E -I ELECTRICAL SITE PLAN E -2 ONE LINE DIAGRAM E -3 GROUNDING SITE PLAN E -4 GROUNDING DETAILS IF YOU DIG... CALL US FIRST! 1 -800 -721 -7877 OR 811 P • lyrA 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 9 O DESIGNED: CHECKED: FGP FGP PWM Ti • GENERAL NOTES: 1. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL D15GREPANGIES SHALL BE GALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROGEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN AGGORDANGE WITH AGGEP:ED GONSTRUCTION PRACTICES. 2. IT 5 THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACGORDANGE WITH LOCAL CODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENGED IN THE NECESSARY GRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRICTION GONTRAGTOR AGREES THAT IN AGCORDANGE WITH GENERALLY AGGEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME 5OLE AND GOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION GONTRAGTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN GONNEGTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH ATST MOBILITY ATLANTA GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH ATdT MOBILITY ATLANTA GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING GoNSTRUGTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING 15 REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANGE WITH ALL LOGAL, STATE, AND FEDERAL CODES AND ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISGREPANGIES OR DIFFERENGES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE GORREGTED AT THE GONTRAGTORS EXPENSE. q. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AMPLE NOTIGE TO THE BUILDING INSPECTION DEPARTMENT TO SGHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. 10. GONSTRUGTION MANAGER WILL CONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM. NO TONER SHALL BE GONSTRUGTED UNTIL THE TOWER RELEASE FORM 15 ISSUED TO THE GONTRAGTOR. II. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE FINAL RF DESIGN AND TOWER STRUCTURAL ANALYSIS. CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 12. GONTRAGTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN GONSTRUGTION LIMITS PRIOR TO CONSTRUCTION. 13. THE GONTRAGTOR 15 RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE GORREGTED AT THE CONTRACTORS EXPENSE. 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NEGESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR. 15. ALL SUITABLE BORROW MATERIAL FOR BAGK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXGE55 TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENGIES PRIOR TO DISPOSAL. 16. SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE SITE DEVELOPMENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE SITE FOR A ONE YEAR PERIOD. I1. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETG. 18. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL GHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A GLEAN SET OF GONTRAGT DRAWINGS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. N. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE. EXCAVATION 4 GRADING NOTES: I. ALL GUT AND FILL SLOPES SHALL BE 3 : I MAXIMUM. 2. ALL EXCAVATIONS ON WHICH CONCRETE 15 TO BE PLAGED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXGE55 GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL 15 NOT REAGHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. 4. ANY EXGAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MEGHANIGALLY COMPAGTED GRANULAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPEGIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING GONGRETE THIGKNESS. 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND 50 FORTH. 6. BAGK FILL SHALL BE - APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY GLAY, SAND, GRAVEL, OR SOFT SHALE; - FREE FROM CLODS OR STONES OVER 2 -1/2" MAXIMUM DIMENSIONS; - IN LAYERS AND COMPACTED. 1. SITE FILL MATERIAL AND FOUNDATION BAGK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" PEEP BEFORE GOMPAGTION. EAGH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OPERATED OR MACHINE TAMPERS TO q5% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT ±2% AS DETERMINED BY ASTM DESIGNATION D -6q8, UNLESS OTHERWISE APPROVED. SUGH BACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. 8. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE HATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE GOVERED WITH 4" DEEP COMPACTED STONE OR GRAVEL. 1. GONTRAGTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL CITY, COUNTY AND STATE CODES AND ORDINANCES TO PROTEGT EMBANKMENTS FROM SOIL LO55 AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STAN BALE SEDIMENT BARRIERS AND CHECK DAMS. lO. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MA 1 ERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAT I VERTICAL TO 4 HORIZONTAL 50 FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL AND REGOMPAGT TO REQUIRED DENSITY. II. REPLACE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING CONSTRUCTION OPERATIONS. SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJAGENT SURFACING AND SHALL BE OF THE SAME THICKNESS. NEW SURFACE SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATERIAL, OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL RESURFACING MATERIAL AS REQUIRED. BEFORE SURFACING 15 REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL, 5URFAGING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12. PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE 15 DUE TO THE CONTRAGTORSS OPERATIONS. DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATGH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. 13. DAMAGE TO EXISTING STRUGTURES AND UTILITIES RESULTING FROM GONTRAGTORS NEGLIGENGE SHALL BE REPAIRED / REPLACED TO ()INNERS SATISFACTION AT GONTRAGTOR'S EXPENSE. 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER 50 AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 5. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 16. RIPRAP SHALL BE GLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIEGES, DISINTEGRATED MATERIAL, ORGANIG MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE. X LEGEND —1550) 0 0 G FENCE CONTOUR LINE PROPERTY LINE / ROW LEASE AREA EASEMENT DISCONNECT SWITCH METER GIRGUIT BREAKER CODED ROTE NUMBER CHEMICAL GROUND ROD GROUND ROD GROUND ROD WITH INSPECTION SLEEVE GADNELD TYPE GONNEGTION COMPRESSION TYPE GONNEGTION GROUND WIRE P • IlypA 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 - 280 -2325 DESCRIPTION: z cL z 0 w z O m 9 0 GENERAL NOTES DESIGNED: FGP MN: FGP CHECKED: PWM roe i:ANS -GA002 C -1 S GRAPHIG SCALES 15 — O 15 SCALE: 1" = 15' EXISTING GATE PROPOSED AT4T EQUIPMENT INSTALLED ON THE EXISTING PAD, SEE SHEET 0 -5 FOR DETAILS x x x EXISTING BUILDING 5' -II' EXISTING SPRINT EQUIPMENT PAD EXISTING AT4T EQUIPMENT PAD EXISTING UTILITY FRAME EXISTING T- MOBILE EQUIPMENT PAD EXISTING AT4T GABLE HOUSING CONCRETE PAD (VACANT) EXISTING GATE EXISTING AG EXISTING PANEL AND AT4T METER METER ON 014 UTILITY WOOD FRAME FRAME EXISTING CONCRETE WALK EXISTING TELGO PEDESTAL X OVERALL SITE PLAN SCALE: 1" = 15' -. EXISTING GONGRETE PAD (VAGANT) x x x x x EXISTING GRAIN LINK FENCE (TYP.) P4 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 DESCRIPTION: m 1 m O z O 9 O DESIGNED: PGP DRAWN; FGP CHECKED: PVJM roe I:ANS -GA002 C -2 PROPOSED FURCELL FLXI6WS CABINET MOUNTED ON NEW H -FRAME WITH (I) RBS 6601 MI) FOR UMTS 36 PROPOSED RAYGAP 0G6- 4S- 60 -0-IE (UMTS 3G) EXISTING PVG CONDUIT FOR 1)/6 COAX ROUTING (TYP) S GRAPHIC SCALES 15'-O" V -10• / / \ \ \ /\ \ I/ I \\ 1 EXISTING MT GENERATOR EXISTING RBS 2106 GSM CABINET JINGTION BOX ATS 3' -8" 2'-4" TELGO BOX TELGO BOX P150. EXISTING ATdT ICE BRIDGE 0 SCALE: I" = 31 EXISTING GIENA UNIT PROPOSED EQUIPMENT LAYOUT SCALE:: I" = 3' 2-10" EXISTING EMERSON -46V DG POWER d BATTERY GABINET W/ RAYOAP DG6- 48-60 -RM 2-1" EXISTING PBS 3106 UMTS CABINET I' x 2-0" 2-1" EXISTING CHAIN LINK FENCE (1- (P) AG PANEL TELGO BOX \ / PROPOSED (I) -48V RECTIFIER IN EXISTING RECTIFIER SHELF 1Q. EXISTING LTE MINI- PURCELL CABINET MOUNTED TO H -FRAME EXISTING SUB -PANEL EXISTING SPRINT EQUIPMENT PAD P13 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 67S- 280 -2325 DESCRIPTION: O 0 0 LL O F 0 0 s 0 O 0 2 gC m • z O m 0 1 0 V>o '.n 0 N O 1- z O la AC 2 aa, 0 W DESIGNED: FGP DRAWN: FGP CHECKED. PHM Joe }:ANS -GA002 C -3A REFER TO THE H -FRAME MOUNT STRUCTURAL ANALYSIS BY DESTEK ENGINEERING, JOB NO. 010010233. 4' DIA. X T LONG, SCH. 40, GALVANIZED SUPPORT PIPE P1000 UNISTRUT ATTACHED TO SUPPORT PIPES WITH STANDARD PIPE CLAMPS OR U -BOLTS (TYP) PROVIDE STANDARD UNISTRUT GAPS FOR ALL EXPOSED ENDS (TYP) FIBER GABLE POWER 4 TELCO CONDUITS PROPOSED 12"xI2"xI /2" PLATE ATTACHED WITH (4) V2' HILTI KKK BOLT II, 4" MIN. EMBED. (TYP) METALLIC JUNCTION BOX WITH 15" 50 CORD WEATHERPROOF CONNECTOR I I FIBER CONDUIT FRONT VIEW (4) 1/2" HILTI KWIK BOLT II, 4" MIN. EMBED. (TYP) SUPPORT POST PROPOSED RAYGAP DC6- 46- 6O -0-IE (UMTS 36) LB (TYP) RGS CONDUIT (TYP) PURGELL SUPPORT FRAME DETAIL NOT TO SCALE c\ PROPOSED PURCELL CABINET (FLXI6W5) =TI FIBER GABLE FIBER CABLE SLACK BOX (BEHIND CONDUITS) FLEX CONDUIT (TYP) 12 "x12 "x1 /2" PLATE WITH (4) q/16" HOLES 15" IS' PROPOSED 4° DIA. SGH. 40 SUPPORT PIPE 3/16" EXISTING CONCRETE PAD EDGE BASE PLATE DETAIL (ASSUMED 3Q00 PSI) NOT TO SCALE SIDE VIEW NOTE, INSTALLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S WRI f I tN SPECIFICATIONS. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO THE ANCHOR MA1'UFAGTURERS SPECIFICATIONS FOR MATERIAL STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOL -T5 SHALL -BE- PROVIDED- BY- RAMSET /REDHEAD, - HILTI, OR- APPROVED - EQUAL.. IF THE MANUFACTURERS SPECIFICATIONS AND DETAILS ARE FOUND TO CONFLICT WITH THAT SHOWN HEREIN, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. P • 30 MANSELL CT SUITE 103 ROSVELL, GA 30076 678 - 280 -2325 4-0 ISSUED FOR GONSTRUGTION 0 0 S ct mg m O z O N CO 9 O EQUIPMENT DETAILS DESIGNED: DRAWN: CHECKED: FGP FOP PWM Joe 1:APl5 -GAQ02 _. C -4 FIBER BUNDLE HANGER ADAPTER GROMMET, ROSENBERGER PART NO. GX608- HA011I OR EQUIVALENT SNAP -IN HANGER, ROSENBERGER PART NO. TH495 -DG -15 OR EQUIVALENT SNAP -IN HANGER, ROSENBERGER PART NO. TH496 -DGII4 OR EQUIVALENT SNAP -1N HANGER SECURE WITH MOUNTING TABS AND STANDARD HARDWARE (TYR) EXISTING RAYGAP DG2- 48- 60 -0-9E OVERVOLTAGE PROTECTION UNIT (TYP.) HANGER ADAPTER GROMMET, ROSENBERGER PART NO. GX608- HA0120 OR EQUIVALENT DOUBLE CLAMP NOTES: I. REFER TO J5A DOCUMENTS FOR EXAGT GABLE NUMBER AND MANIIFAGTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGERS TO SUPPORT THE FIBER AND DG GABLE BUNDLES. 2. REFER TO STRUCTURAL ANALYSIS FOR EXACT CABLE ROUTING AND MOUNTING CONFIGURATION. HANGER ADAPTER GROMMET DETAILS NOT TO SGALE MOUNT PIPE. (TIP) WHERE APPLICABLE SECURE DG2 WITH UNISTRUT AND STANDARD PIPE CLAMPS SIZED PER NEED TOP AND BOTTOM (TYP) RAYGAP DG2 MOUNT DETAIL NOT TO SCALE EXISTING RRUS -II LTE (100Mhz) PROPOSED RRUS -II UMTS 3G REFER TO THE HATER TANK 4 ANTENNA MOUNT STRUCTURAL ANALYSIS BY DESTEK ENGINEERING, JOB NO. 010010233. PROPOSED RAYGAP 'SQUID' DG6- 48- 60 -I5-8F OVERVOLTAGE PROTECTION UNIT (TYP) PROPOSED 3" DIAMETER, 5GH 40 PIPES PER THE STRUCTURAL ANALYSIS BY DESTEK ENGINEERING - SEE SHEET 5 -1 FOR MOUNTING DETAILS EXISTING RRU MOUNTING PIPE (TYP) - REPLACE AS NECESSARY UNIVERSAL PIPE ADAPTER KIT 4 THREADED RODS. FIELD LOCATE AS REQUIRED (TYP) RRU MOUNT DETAIL NOT TO SCALE PROPOSED RAYGAP MOUNTING BRACKET (TYP.) PROPOSED RAYGAP BASE PORTS (TYP) PROPOSED RAYGAP GABLE SUPPORT HARNESS (TYP) ANTENNA AND DOWNTILT BRACKET (TYP) NOTEt GONTRAGTOR TO RE -MOUNT TMAS AND OTHER ANTENNA PIPE MOUNTED EQUIPMENT_AS- NECESSARY. INI �I!' I.I STANDOFF MOUNT TUBE MEMBER. REFER TO TONER PLAN FOR SITE SPEGIFIG LOGATION (TYP) SECURE WITH RAYGAP PIPE MOUNTING HARDWARE SUPPLIED WITH BRACKET (TYP) RAYGAP SQUID MOUNT DETAIL NOT TO SCALE P • 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 - 280 -2325 DESCRIPTION: 0 8 w 0 w 0 8 0 u_ z 0 8 u_ ISSUED FOR CONSTRUCTION - .URISDIGTION COMMENTS 1 0 E Z O CV LT) O EQUIPMENT DETAILS DESIGNED: DRAWN: CHECKED: FGP FGP PWM roe f:ANS —GA002 C.5 T_ THE CONTRACTOR SHALL OBTAIN THE FINAL RFD5 PRIOR TO CONSTRUCTION. To Other ®`— Ant. 100 1900 1900 UMTS 1900 x 3 Diversity: Space + Cross -Pole Tilt: ULITS and LTE 2 COAX 12 Antenna 12 TLIA RET TX IR0 TX2/RXX 700 RRR. CPRI10C ULITS TS IURXA 080 1900 AR 811 (83 8 8 {) 1 A 0 tIIIIU 111.10 21.1 TS TLIA T hI A DCIFiber Demarcation Box R ET Control Cable 1 Note 1.Seo GENERAL NOTES on Page 1 2.RET m ust be controlled via separate AISO hom a -run cable. 3. Shared TiltRequiied —GSO and Uhl TS must share the sam a lilt on both antennas lin sam a band) Bundled Fiber Optic cable 0 ptical Fibet IIIIIIII� LTE EnodeB Hain (Baseband) Unil 0plic F -i er Cable 10plic Fiber, Cable 3x 06 Node B RET Conlroiler REDS NOTES: GA_410013_GGO _2413528535_10017258_040313_04 SITE ACQUISITION FOR UMTS CARRIER ADDITION PROJECT SHOULD BE DONE AT THE SAME TIME AS SITE ACQUISITION FOR THE LTE PROJECT. FOR 850, AS PER FGG LIMITATION URBAN COUNTIES LIMIT TO 5001AI AND I0001^1 FOR RURAL COUNTIES. REFER TO RF DESIGN TEAM FOR THE ERP AND MAXTXPWR GALGULATION. NOTE; PLEASE SEND RNDGIQ LONG FORM TO RF DESIGN TEAM FOR REVIEW PRIOR TO SGRIPTING TO ENSURE IT DOES NOT EXCEED FGG LIMITS. EXISTING UMTS CONFIGURATION: I X 3X06 (IG AND 2G UMTS) NEW UMTS CONFIGURATION: I X 3X06 (IG AND 26 UMTS) AND IX 6601 (RRUS —II 3G UMTS) UMTS 3RD GARRIER NOTE: FOR RRUSII IN SPLIT POWER, IT SHOULD BE IN TX SIMULCAST MODE — ADD IX RBS 6601 FOR 3G UMTS. — ADD IX 1100 RRUS —II AT THE TOP OF THE TOWER PER SECTOR, SPLIT 801^1 TO ACCOMMODATE FUTURE CARRIER (40W PER CARRIER). TOTAL OF 3X 1100 RRU511 — REPLACE EACH UMTS ANTENNA WITH IX KATHREIN 142 -236 (IIOOMHZ —ONLY QUADPORT ANTENNA). — UMTS 36 UTILIZE ONE SIDE OF THE QUADPORT (NO TMAS), UMTS 16/26 (WITH TMAS) WILL UTILIZE THE OTHER SIDE OF THE QUADPORT. — SET 3G TILTS TO MATGH EXISTING IG 4 2G UMTS TILTS. NO GHANGE TO GSM/LTE CONFIG. — IF ONE DOESN'T EXIST, ADD I1 RET CONTROLLER UNIT (CCU / MU) AND GABLE INTEGRATION KIT TO NODE B, PART NUMBER (DATA SHEET) — RGU (REMOTE CONTROLLER UNIT) / ACTUATOR FIRMWARE SHOULD BE AISG2.0 — INSTALL AND CONFIGURE CCU / MGU TO NODE B AT THE SITE — THE GO) / MO) WILL BE PART OF THE SITE ACCEPTANCE P Ike 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 0 s 0 0) 8) 0 0 J 0 J 2 0 Z O m co O I O 410 2 oda W a O 2 zo U� F G V W • Z 0 V DESI6NED: DRAWN: CHECKED: FGP FGP PWM 408 j:ANS —GA002 C -6 REFER TO THE WATER TANK 6 ANTENNA MOUNT STRUCTURAL ANALYSIS 81' DESTEK ENGINEERING, JOB NO. 010010233. b Q 6 EXISTING GORRAL MOUNT EXISTING 4 PROPOSED AT4T ANTENNAS (TYPJ - PROPOSED AT4T (3) UMTS 30 ERICSSON RRUS -II (TYP. - I PER SECTOR - BELOW LTE RRU) PROPOSED AT4 T RAYGAP "SQUID" D06- 48- 60 -18 -8F Offs 30 r."---PROPOSED AT4T (2) TRUNK PG POWER GABLES 4 (I) TRUNK FIBER GABLE FOR UMTS 3C ROUTED UP THE EXISTING MESSENGER PIPE WITH CLUSTER BRACKETS ON THE INSIDE OF THE WATER TOWER EXISTING GABLE HOUSING PROPOSED (2) 2.5" CONDUITS FOR NEW GABLES ROUTED UNDERGROUND FROM THE EQUIPMENT PAD TO THE WATER TOWER TOWER ELEVATION NT5 EXISTING AT6T RAYGAP DG6- 45-S0-18-8F (LTE) TO REMAIN EXISTING AT4T UMTS 114A'5 TO REMAIN AT POSITION 5 (TYP. - AT EACH SECTOR) EXISTING AT4T LTE ERIGSSON RRUS -II AT POSITION I (TYP. - I PER SECTOR) GAMMA EXISTING AT4T LTE/GSM ANTENNAS TO REMAIN AT POSITION I (TYP. - I PER SECTOR) EXISTING AT6T UMTS ANTENNAS AT POSITION 5 TO BE REMOVED (TYP. - I PER SECTOR) EXISTING MATER TANK EXISTING AT4T GSM TMA's TO REMAIN AT POSITION I (TYP. - AT EACH SECTOR) EXISTING ANTENNA ORIENTATION DETAIL NT5 EXISTING AT4T RAYGAP DG6- 48- 60 -I5 -SF (LTE) TO REMAIN EXISTING AT4T UMT5 TMA's TO REMAIN AT POSITION 5 (TYP. - AT EAGH SECTOR) PROPOSED AT4T (2) DG2- 48- 60 -0 -9E (TYP. I PER SEGTOR BETA 4 GAMMA) - MOUNTED DELON TMA'S) GAMMA 210° EXISTING CORRAL MOUNT EXISTING AT4T LTE/GSM ANTENNAS TO REMAIN AT POSITION 1 (TYP. - I PER SECTOR) EXISTING WATER TANK EXISTING AT4T GSM TMA's TO REMAIN AT POSITION I (TYP. - AT EACH SECTOR) PROPOSED AT4T (3) KATHREIN 142236 ANTENNAS FOR UMTS AT POSITION 5 (TYP. - I PER SEGTOR) NOTE: EXISTING ANTENNA MOUNTS TO BE REPLACED AND NEW 3" DIAMETER, SGH 40 PIPES TO BE INSTALLED PER THE STRUCTURAL. ANALYSIS BY DESTEK ENGINEERING - SEE 54-IEET 5-1 FOR MOUNTING DETAILS PROPOSED AT4T RAYGAP 'SQUID" DG6- 43- 60 -13-8F (WITS 3G) EXISTING GORRAL MOUNT PROPOSED AT4T (3) UMTS 30 ERICSSON RRUS -11 AT POSITION 3 (TYP. - I PER SECTOR - BELOW LTE RRU) PROPOSED ANTENNA ORIENTATION DETAIL NT5 NOTE: FOR CLARITY, ONLY AT4T ANTENNAS SHOWN NOTE: THE CONTRACTOR SHALL OBTAIN THE FINAL RFDS PRIOR TO CONSTRUCTION. P 1� 30 MANSELL CT SUETE 103 ROSWELL, GA 30076 678- 280 -2325 DESCRIPTION: 0 s s 0 2 s 0 u_ 2 ui 0 Z O 9 0 OZ ZO 4 O • I" E- w WO -a Wz W Z o z 1-4 DESIGNED: DRAWN: CHECKED: FGP FGP Pk" M ,roe 1:ANS-GAOO2 C- NOTES: 1.0 DESIGN INFORMATION AND GENERAL REQUIREMENTS 1.0 GENERAL ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHOULD VERIFY ALL DIMENSIONS BEFORE FABRICATION OF STEEL AND COMMENCEMENT OF WORK. 1.1 CODES a. INTERNATIONAL BUILDING CODE 2006, INTERNATIONAL CODE COUNCIL b. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE /SEI 7 -05, AMERICAN SOCIETY OF CIVIL ENGINEERS c, STEEL CONSTRUCTION MANUAL, ASD 13TH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1.2 LOADS AND DESIGN CRITERIA a. WIND LOADING: V: 150 MPH, EXPOSURE C b. EQUIPMENT AS LISTED IN VERIZON EQUIPMENT LAYOUT DATED 05/29/2013. 2.0 STRUCTURAL STEEL 2.1 MATERIALS a. STRUCTURAL STEEL . . . . . . . . . .A S T M A992 MISC ANGLE & PLATE . . . . ASTM A36 RODS ASTM A572 -50 (MINIMUM) HSS ASTM A500, GRADE B, Fy =46 KSI b. BOLTS ASTM A325 U.N.O. c. WELDING ELECTRODES AWS A5.1 (E70XX) d. STEEL CONSTRUCTION SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ANSI /AISC 360 -05" e. WELDING SHALL CONFORM TO "STRUCTURAL WELDING CODE — STEEL, AWS D1.3 -04" f. THE FABRICATOR SHALL FURNISH CHECKED SHOP AND ERECTION DRAWINGS TO THE ENGINEER, AND OBTAIN APPROVAL PRIOR TO FABRICATING ANY STRUCTURAL STEEL. SHOP DRAWINGS SHALL CONFORM TO "DETAILING FOR STEEL CONSTRUCTION, 2ND EDITION" g. POOR MATCHING OF HOLES SHALL BE CORRECTED BY DRILLING TO THE NEXT LARGER SIZE. WELDING FOR REDR(LLING WILL NOT BE PERMITTED. 2.2 CONNECTIONS a, SHOP CONNECTIONS MAY BE BOLTED OR WELDED b. SIMPLE CONNECTIONS SHALL BE DESIGNED TO 1/2 OF AISC UNIFORM LOAD CAPACITY OF THE BEAMS. c. FIELD CONNECTIONS SHALL BE MADE WITH A325 BOLTS AND HARDENED WASHERS EXCEPT AS INDICATED ON THE DESIGN DRAWINGS d. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE STEEL FABRICATOR. CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND 'AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" e. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER. f. BOLT HOLES SHALL BE CUT, DRILLED OR PUNCHED AT RIGHT ANGLES TO THE SURFACE OF THE METAL AND SHALL NOT BE MADE OR ENLARGED BY BURNING. HOLES SHALL BE CLEAN CUT WITHOUT TORN OR RAGGED EDGES. OUTSIDE BURRS RESULTING FROM DRILLING OR REAMING OPERATION SHALL BE REMOVED WITH A TOOL MAKING A 1/16 INCH BEVEL. BOLT HOLES SHALL BE 1/16 INCH OVERSIZE. 2.3 FINISHES a, STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER ASTM A123 b. BOLTS AND NUTS SHALL BE HOT DIP GALVANIZED PER ASTM A153. c. ALL SURFACES DAMAGED BY FIELD WELDING OR CUTTING SHALL BE PAINTED WITH COLD GALVANIZING COMPOUND TWICE. THE PAINT SHOULD BE AT LEAST 93% PURE ZINC. RUST —OLEUM PROFESSIONAL, (MODEL# 7585838) OR SIMILAR. ANTENNA CORRAL PLAN N.T.S. PROPOSED 3 "0 STD PIPE (TYP.) EXISTING L3x3x36 r95 U —BOLT (TYP.) SECTION N.T.S. EXISTING L3x3x946 EXISTING CORRAL PROPOSED 3 "0 STD PIPE (TYP.) 0 to U —BOLT (TYP.) LE B "x8 "x%" PLATE (TYP,) Y "O U —BOLT (TYP.) Eb EXISTING L3x3x546 r En NOTE: THE NEW MOUNTS WILL NOT ADVERSELY AFFECT THE PIPE CORRAL OR THE WATER TANK SECTION EXISTING CORRAL PIPE EXISTING L3x3x7f 6 /6ES 1EK ENGINEERING DESTEK ENGINEERING, LLC 5150 STILESBORO RD STE 510 KENNESAW, GA 30152 TEL: 770- 693 -0835 DESCRIPTION: FOR CONSINUCTION 410 -013 (TYBEE ISLAND) (1 cc 0¢ DESIGNED: IK DRAWN: AJ CHECKED: AC 010010233 Ahmet Colokoglu, PE GA License No: 33872 S1 MOUNT UPGRADE ELECTRIGAL KEY NOTES: ® PROPOSED 2" CONDUIT WITH (2) *4AWG FROM THE -48V POWER CABINET TO THE FURGELL FLXI61A i FIYSE BLOCK. OPROPOSED 2" CONDUIT FOR TELCO 4 ALARM GABLES FROM THE R135 6601 MAIN UNIT TO THE 51AD, STUB UP JUST OUTSIDE THE PURCELL FLXIO' S CABINET IF SIAD HAS NOT BEEN INSTALLED. PROPOSED (I) 18 PAIR FIBER GABLE ROUTED DOWN THE TOWER FROM THE NEW RAYGAP SQUID TO THE EXISTING GABLE HOUSING. TRANSITION TO 25" CONDUIT AND ROUTE BELOW GRADE TO THE FURGELL FLXI6W5 (ROUTE THROUGH A SLACK BOX TO MANAGE EXGE: G GABLE). SEE DETAIL5 ON SHEET 0 -4. x ® PROPOSED (2) TRUNK POWER GABLES ROUTED DOWN THE TOYaZ FROM THE NEW RAYGAP SQUID TO THE EXISTING GABLE HOUSING. TRANSITION TO 25" CONDUIT AND ROUTE BELOW GRADE TO THE NEW RAYGAP DG6- 48- 60 -0-IE. PROPOSED 2.5' CONDUIT WITH #8 AM& 100 POWER GABLES (FOR EACH UMTS 30 RRU) FROM THE NEW RAYGAP DG6- 45- 60- 0 -IETo THE -48V POWER GABINET. NOTE: REFER TO THE SECTOR DIAGRAMS IN THE REDS FOR INTERCONNECTION GABLE-5 SMA -DIN, 4 QMA -DIN CABLING DETAILS. ROUTE ALL GABLES SECURE PER AT4T SPECIFIGATIONS. x x x x � - i i' � -.., / \ / \\ EXISTING AdT GENERATOR PROPOSED FURGELL FLXI6W5 CABINET MOUNTED ON NEW H -FRAME WITH (I) RB5 6601 M) FOR UMTS 3G PROPOSED RAYCAP DG6- 48- 60 -O -IE (UMTS 30) SCPA ,UNCTION BOX EXISTING RB5 2106 GSM CABINET EXISTING PVC CONDUIT FOR U/G GOAX ROUTING (TYP) S GRAPHIC SCALES 0 SCALE: I" = 3' fi r4 Ore AT5 L SfL TELCO BOX TELCO BOX 3150. EXISTING AT #T ICE BRIDGE EXISTING GIENA UNIT x EXISTING EMERSON -48V DG POWER 4 BAI IERY CABINET I^V RAYGAP DC6- 46 -60 -RM EXISTING RB5 3106 UMTS CABINET x x NOTES: I. ALL CONDUITS ABOVE GRADE SHOULD BE RG5 UNLESS NOTED OTHERWISE. 2. ALL PROPOSED CONDUITS AND GABLE SHOULD BE LABELED PER AT4T SPECIFICATIONS. 3. ALL GABLE PENETRATIONS IN JUNCTION BOXES AND SLACK BOXES SHOULD HAVE 15` 50 CORD CONNECTORS EXCEPT WHERE TRANSITIONING TO CONDUIT. x AG PANEL TELCO BOX EXISTING CHAIN LINK FENCE (TYP) EXISTING SPRINT EQUIPMENT PAD PROPOSED (I) -48V RECTIFIER IN EXISTING REGTIFIER SHELF EXISTING LTE MINI- PURCELL CABINET MOUNTED TO H -FRAME EXISTING SUB -PANEL ELEGTRIGAL SITE PLAN SCALE, I' = 3' NOTES: I. LEAN CONCRETE, RED - COLORED TOP, MAY BE USED IN PLAGE OF COMPACTED SAND. FINISHED GRADE OR GROUND COVER, MATCH SLOPE AND THICKNECC OF EXISTING 8 N UNDISTURBED SOIL TRENCH 30 MANSEI L CT SUITE 103 ROSWELL, GA 30076 678 -280 -2325 CAUTIONARY TAPE CONDUITS FOR TELEPHONE, ELECTRICAL, 4 ANTENNA SHARING WHERE APPLICABLE GOMPAC lb) BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL COMPACTED SAND (SEE NOTE I) COMPACTED SAND BED (SEE NOTE I) 3" (M N) (TYP) 6" (MIN) (TYP) GONDUIT 517E, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REOUIREMENTS DIREGT BURIED CONDUIT NT5 (RIGID STEEL CONDUIT PLUG FOR SPARE CONDUIT) RIGID STEEL CONDUIT ABOVE GRADE (TYP) NOTE: ALL EXGAVATIONTRENGHING FOR PROPOSED CONDUIT TO BE OUTSIDE OF THE PERIMETER OF THE EXISTING CONCRETE PAD. CONTRACTOR TO EXCAVATE/TRENCH IN A MANNER THAT DOES NOT UNDERMINE THE INTEGRITY OF THE EXISTING GONGRETE PAD. RIGID STEEL CONDUIT COUPLING GRADE RIGID STEEL CONDUIT AT ELBOWS (TYP) RIGID STEEL TO PVC ADAPTOR PVC SCHEDULE 40 CONDUIT BELOW GRADE (TYP) UNDERGROUND CONDUIT STUB -UP NTS 23000 DESIGNED: DRAWN: CHECKED: FGA FGP PWM joof:ANS —GAOO2 E -1 -48V DG BUS 3jE NOTE THE RBS 6601 MU WILL BE POWERED FROM THE PURCELL FUSE BLOCK, THE MU REQUIRES A 15A BREAKER AND #12AWG WIRE. PROPOSED 148 AWG DG POWER GABLE (TYP. FOR EACH RRU) PROPOSED (2) #4 AWG RAYGAP DG6- 45- 6O -O -IE RAYGAP 'SQUID" DG6- 45- 60 -18 -8F PURCELL FUSE BLOCK * SEE NOTE ABOVE RAYGAP D02- 48- 60 -0-qE {UMTS 3G RRUS -II ALPHA RAYGAP DG2- 45- 60 -0-1E UMTS 30 RRUS -II BETA PROPOSED SINGLE PAIR #12 AWG DG GABLE (TYP. FOR EACH RRU) PROPOSED (2) ROSENBURGER NR- VG86T -BRD (3) PAIR POWER GABLES WITH 5 AWG CONDUCTORS FOR UMT5 30 DG ONE LINE UMTS 30 RRUS -II GAMMA 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 U Q ISSUED FOR CONSTRUCTION - JURISDICTION COMMENTS Z O N 0 I O ONE LINE DIAGRAM DESIGNED: FGP DRAWN: FGP CHECKED PWM Joki: —GAQQ2 E -2 GROUNDING KEY NOTES: OI PROPOSED *2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED RBS 6601 MAIN UNIT TO THE PURCELL CABINET GROUND BAR. GROUND PER MANUFACTURER'S SPEGIFIGATIONS. • PROPOSED *2 ANS STRANDED GREEN INSULATED COPPER HIRE FROM THE PROPOSED RAYGAP DG6- 48- 60 -0-IE TO THE TO THE EXISTING GROUND RING. GROUND PER MANUFACTURER'S SPECIFICATIONS. O3 BOND STEEL POSTS FOR H -FRAME TO GROUND RING WITH *2 AWG SOLID BARE TINNED COPPER WIRE. ® PROPOSED *2 ANS STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED PURCELL CABINET" GROUND BAR TO THE EXISTING GROUND RING. GROUND PER MANUFACTURERS SPEGIFIGATIONS. PROPOSED PURCELL FLXI6115 GABINET MOUNTED ON NEW H -FRAME WITH (I) RBS 6601 MU FOR UMTS 3G PROPOSED RAYGAP DG6- 48 -60 -0-I E (UMTS 3G) O PROPOSED *2 AWG SOLID BARE TINNED COPPER WIRE FROM EACH PROPOSED JUNCTION BOX TO THE EXISTING GROUND RING. © PROPOSED *2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED PURCELL CABINET CHASSIS TO THE EXISTING GROUND RING. GROUND PER MANUFACTURERS SPEGIFIGATIONS. • PROPOSED *2 AWG SOLID BARE TINNED COPPER WIRE FROM ALL METALLIC CONDUITS TO THE EXISTING GROUND RING. USE BURNDY GAR SERIES CLAMPS TO CONNECT TO CONDUIT (TYP.). x X TOWER TOP GROUNDING NOTES: I. PROPOSED *2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED RAYGAP 0G6- 4S- 60 -IS -SF TO THE SECTOR GROUND BAR, GROUND PER MANUFACTURERS SPECIFICATIONS. 2, PROPOSED *2 AN& STRANDED GREEN INSULATED COPPER WIRE FROM EACH RRU TO THE SECTOR GROUND BAR. GROUND PER MAWFAGTURERS SPECIFICATIONS, 3. PROPOSED *6 AWG STRANDED GREEN INSULATED GOPPER WIRE FROM THE TMAS TO THE SECTOR GROUND BAR. EXISTING MT GENERATOR U' EXISTING PVG CONDUIT FOR U/6 COAX ROUTMG (TYP.) / SGPA Ji1NGTION BOX / EXISTING EMERSON -48V DG POWER BATTERY CABINET IN/ RAYGAP DG6- 43 -60-RM EXISTING RB5 2106 GSM CABINET I EI AT5 _(n1_ TELGO BOX TELCO 130X DISC. EXISTING AT4T ICE BRIDGE AG PANEL EXISTING GIENA _ UNIT EXISTING RBS 3106 UMTS CABINET GROUNDING SITE PLAN SCALE: I" = 3' x EXISTING CHAIN LINK FENGE (TYP) AG PANEL TELGO BOX PROPOSED (I) -48V RECTIFIER IN EXISTING RECTIFIER SHELF EXISTING LTE MINI- FURGELL CABINET MOUNTED TO H -FRAME EXISTING SUB -PANEL GROUNDING NOTES I. ALL GROUND Fl FGTRODE SYSTEMS (INCLUDING TFI FGOMMUNIGATION, RADIO, LIGHTNING PROTECTION, AND AG POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN AGGORDANGE WITH THE NEG AND AT*T ND -00011. 2, THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF - POTENTIAL RESISTANCE TO EARTH TESTING (PER IFFF II00 AND 81) FOR GROUND ELECTRODE SYSTEMS. TESTING SHALL BE IN AGGORDANGE WITH SPECIFICATION 24182 - 000- 3P5- EG00-00001. USE OF OTHER METHODS MUST BE PRE - APPROVED BY CONTRACTOR IN WRITING. 3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO AGHIEVE A TEST RESULT OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, GONTRAGTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, GONTRAGTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWIGE THE BURIED LENGTH OF THE RODS. 4. THE SUBCONTRACTOR 15 RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY L055 OF GONTIFUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE GONDUIT. 5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELEGTRIGALLY GoNTIN10US WITH LISTED BONDING FITTINGS OR BY BONDING AGRO55 THE DISCONTINUITY WITH *6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS PER NEC AND AT4T ND- 00011. 6. METAL RAGEWAY SHALL NOT BE USED AS THE NEG REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BT5 EQUIPMENT. 1. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK -TO -BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 8. ALUMINUM CONDUCTOR OR COPPER GLAD STFFI CONDUCTOR SHALL NOT BE USED FOR GROUNDING GONNECTIONS. q. USE OF 10' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED MEN 45• BENDS GAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF 8 INCHES. 10. EACH INTERIOR BT5 CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH *2 AWG STRANDED, GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH * 2 A°S SOLID TIN - PLATED COPPER WIRE. II. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING, SHALL BE *2 AWG SOLID TIN - PLATED COPPER UNLESS OTHERWISE INDICATED, 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE EXTERIOR UNITS SHALL BE MADE WITH EXOTHERMIC. WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS. HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM AT4T MARKET REPRESENTATIVE. 13. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. 14. ALL WIRE TO WIRE GROUND CONNECTIONS TO THE INTERIOR GROUND RING 5HALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. 15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION GAP CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL. 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR USING TNb HOLED MECHANICAL TYPE BRASS GONNEGTORS AND STAINLESS STEEL HARDWARE. 11. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 18. ALL EXTERIOR GROUND GONNEGTIONS SHALL BE GOATED WITH A CORROSION RESISTANT MATERIAL. 11. MISCELLANEOUS ELECTRICAL AND NON - ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN AGGORDANGE WITH THE NEG. 20. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH * 2 SOLID AN& TIN - PLATED COPPER GROUND CONDUCTOR. 21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT 15 REQUIRED TO BE NOISED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDIT/ON5, NON - METALLIC MATERIAL SUCH AS PVG PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT 15 UNAVOIDABLE (E.G., NON - METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING FITTINGS, 22. GROUND ALL RF EQUIPMENT INCLUDING BUT NOT LIMITED TO COAX, DIPLEXERS, SURGE ARRESTORS, TMA's, ANTENNAS, d ANTENNA MASTS PER NEG AND AT*T ND- 00011. NOTE: ALL EXGAVATION/TRENGHING FOR PROPOSED CONDUIT TO BE OUTSIDE OF THE PERIMETER OF THE EXISTING GONGRETE PAD. CONTRACTOR TO EXGAVATE//RENGH IN A MANNER THAT DOES NOT UNDERMINE THE INTEGRITY OF THE EXISTING CONCRETE PAD. GRAPHIC SCALES 0 ® ® E MIN ® =® SCALE: I" = 3' PH[A 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 DESCRIP110N O 3 0 3 0 0 Z O (V 0 ,c. GROUNDING SITE PLAN DESIGNEO: DrsnwH: CHECKED: FGP FGP PWM aoitA1‘15_GA002 E -3 PROPOSED ANTENNA MAST RRU RRU RAYCAP GABLE GROUNDING KIT W/ WEATHERPROOFING (FOR GSM COAX ONLY) COAXIAL GABBLE TO ANTENNA (GSM ONLY) PROPOSED PANEL ANTENNA #2 AWG STRANDED GREEN INSULATED COPPER WIRE TO THE RAYGAP 4 RRUs EXISTING SECTOR GROUND BAR NOTES: EXISTING GROUND BAR AT BASE OF TOWER (COAX GABLE ONLY) EXISTING GROUND BAR AT EQUIPMENT CABINET OR OUTSIDE OF SHELTER (COAX GABLE ONLY) I. GABLE GROUND KIT AT PROPOSED ANTENNA TO BE MOUNTED WITHIN 6" OF CONNECTION TO ANTENNA. 2. GABLE GROUND KIT AT BASE OF TOWER TO BE MOUNTED WITHIN 36" ABOVE WHERE THE CABLING BENDS AWAY FROM THE TOWER. GROUNDING SCHEMATIC FOR PANEL ANTENNAS NOT TO SCALE MEGHANIGAL GROUND GONNEGTION NOT TO SCALE GABLE TO ANTENNA WEATHERPROOFING KIT COAX GABLE GROUNDING CLAMP KIT #6 AWG STRANDED COPPER GROUND CONDUCTOR GABLE TO RB5 NOTES: I. DO NOT INSTALL GABLE GROUND KIT AT A BEND. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR 5. GROUNDING KIT 4 WEATHER PROOFING KIT SHALL BE TYPE 4 PART # AS SUPPLIED OR RECOMMENDED BY GABLE MANUFACTURER. COAX GABLE GROUND KIT NOT TO SCALE MOUNTING BRACKET INSULATOR 1/16" 4' HOLES TO GROUND RING EDGE GADWELD CONNEGTION (TYP) COPPER BAR, I /4 "x4 "xL NOTE: L = AS REQUIRED FOR ALL CONNECTIONS _. _ PLUS_5o% F_UTURE-GAPIAGITY. __ _— GROUND-BAR DETAIL= — NOT TO SCALE PI000 1 -5/8' UNISTRUT CUT AS REQUIRED (TYP) FOR SHELTER: 3/8" DIA. HILTI /— KWIK BOLT II WITH COUPLER FOR IGE BRIDGE: STANDARD 3/8" PIA. NUTS 4 WASHERS SHELTER CEILING OR IGE BRIDGE O O O O O O O O DIPLEXER SECURED TO UNISTRUT WITH MANUFACTURERS SUPPLIED HARDWARE (TYP) EDGE GAD ELD CONNEGTION (TYP) O O O O DIPLEXER GROUNDING DETAILS NOT TO SCALE SURGE ARRESTOR COAX 3 /9" DIA. ALL THREADED ROD. GUT ROD TO REQUIRED LENGTH (TYP) PROVIDE NUTS 4 WASHERS TOP 4 BOTTOM (TYP) CONNECTION PER MANUFACTURERS SPEGIFICATIONS #6 AWG STRANDED GREEN INSULATED COPPER WIRE TO GROUND BAR (TYP) JUMPER CONNECTION PER MANUFACTURERS SPECIFICATIONS #6 AWG STRANDED GREEN INSULATED COPPER WIRE TO GROUND BAR (TYP) NOTE: ON OUTDOOR 517E5, INSTALL WEATHERPROOFING AT EAGH CONNECTION PER AT4T SPEGIFIGATIONS SURGE ARRESTOR GROUNDING DETAILS NOT TO SCALE P • 30 MANSELL CT SUITE 103 ROSWELL, GA30076 678- 280 -2325 0 E1 0 0 s a 0 tY 8 U tn 9 8 m 7 z O N 9 O GROUNDING DETAILS DESIGNED: DRAWN: CHECKED: FGP FGP PWM JOB {:ANS -GA002 E -4 LOCATION MAP .elaenari NESS r cMinf Athens Plor Gpiurntl rq I'r�te j A 9 Ia 0010 -1 r n arnrne ? q 111.0 tVernyn`€ Cl# ton J e 1 8ax!elr 14tORGih �4 ' 113ariyk �T.R.raY r�s� aT,l co r 4 v.-, 1 <t"?33lx1 vc:..cs„ rs ti Dv:11m All r37'? r VICINITY MAP > ti. >';Jaycee{, ', .I ? ., '�.. Park 1I 'I , +� 1- r'r.h— CHATHAM COUNfl BUILDING SAFETY APPROVAL DAT +a D.t (0-1-2-43 ZONING:_' BUILDING: ELF.CTR1C MECHACA14, ..,_ LWE SAFETY, SITE NUMBER: 41 0_013 SITE NAME: 3 -I 7I BEET ISLAND PROJECT: '���',1'd;;S UMTS 3Cj , P' &t PREPARED FOR: TYBEEISLAN!t �i�rrc aQ yff.. j-» 3M0nyaac,0+,r- ia7C6r s: DRIVE DIRECTIONS FROM ATLANTA: 50 SOUTH ON 1 -15 5. MERGE ONTO 1 -16 E/GA -404 A EXIT 165 ON THE LEFT TOWARD SAVANNAH. MERGE ONTO 64�" .4 W VIA EXIT 165 TOWARD 31TH ST /ABERGORN ST. TURN SLIGHT LEFT ONTO W 31TH ST /GA -204 W. TURN RIGHT ONTO WHITAKER ST. TURN LEFT ONTO US-00 E/GA -26 E. TURN RIGHT ONTO US- 50/GA -26. TAKE THE I5T RIGHT ONTO 2ND ST. THE SITE 15 ON YOUR RIGHT. DEPARTMENT NAIVE / SIGNATURE DATE LAND OWNER / TOYER OY'NIER SITE ACGUISITION AGENT ZONING / PERMITTING AGENT AdE MANAGER CONSTRUCTION MANAGER RE ENGINEER PpptJeaob S�><e s o o JECT MANAGER: /0" ASSOCIATES, LLC. ANSCO & SPECIALIZED TELECOMMUNICATIONS SERVICES ALL WIRING, SERVICE INCLUDED MUST BE COPPER ALUMIUNM ALLOWED :aection 9, sub - section B-2-A Tybee Land Development Code Chatham County, PREPARED BY: REVIEW FOR CODE COMPLIANCE P ery effort has been made to identify e violations, no oversight by the ewer shall be construed as authority to violate, cancel, alter or set aside 30 MANSELL CTanY applicable codes or ordinances The SUITE 103 review and permit should not be construed ROSWELL, GA 300%9 a warranty or guarantee. 678- 280 -2325 PROJECT INFORMATION SITE ADDRESS: 111 BUTLER AVENUE TYBEE ISLAND, GA 31328 LATITUDE: LONGITUDE: 32.01122° -80.541,11' ,IIRISPIGTION: CHATHAM GOUNTY TOYER OWNER: APPLIGANT: PRO.EGT MANAGER: ENGINEER: GITY OF TYBEE ISLAND TOWN HALL PO BOX 2146 TYBEE ISLAND, GA 31328 AThT 5405 WINDWARD PARKWAY ALPHARETTA, GA 30004 ANSGO $ ASSOCIATES, LLG 136 PARK NORTH BLVD., SUITE 100 CLARKSTON, GA 30021 PMtRA 30 MANSELL COURT, SUITE 103 ROSWELL, GA 30016 PATRIGK W MARSHALL, P.E. 618 -280 -2325 POWER: GEORGIA POWER TELGO: AThT P= 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 - 280 -2325 03 SCOPE OF WORK INSTALL UMTS EQUIPMENT WITHIN AN EXISTING UNMANNED TELEGOMMUNIGATIONS FACILITY. INSTALL NEW AND / OR REPLACEMENT ANTENNAS AND LINES ON EXISTING TOWER. CONNECT POWER AND TELGO TO EXISTING ATbT UTILITY SERVICE. DRAWING INDEX T -I TITLE SHEET $ PROJEGT INFORMATION 6-1 GENERAL NOTES G -2 OVERALL SITE PLAN G -3 PROPOSED EQUIPMENT LAYOUT G -4 EQUIPMENT DETAILS G -5 EQUIPMENT DETAILS 6-6 RFDS NOTES t GONNEGTION DIAGRAM 6-1 TOWER ELEVATION AND ANTENNA ORIENTATION E -I ELEGTRIGAL SITE PLAN E -2 ONE LINE DIAGRAM E -3 GROUNDING SITE PLAN E -4 GROUNDING DETAILS Reviewed By IF YOU DIG... CALL US FIRST! 1- 800 - 721 -7877 OR 811 ITS THE LAW 0 ISSSJED FOR CONSTRUCTION - RFDS REVISED aca WQ NZ 1-W 7 cc a DESIGNED: DRAWN: CHECKED: FGP FGP PWM T -1 22 �° � 1\t\ 2 °�3 GENERAL NOTES: I. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RC_OOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN AGGORDANGE WITH AGGEPIED CONSTRUCTION PRACTICES. 2. IT 15 THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL GODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENGED IN THE NEGESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK, 4. GONSTRUGTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRAGTIGES, CONSTRUCTION GONTRAGTOR WILL BE REQUIRED TO ASSUME SOLE AND GOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION GONTRAGTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL GOMPLY WITH AT *T MOBILITY ATLANTA GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH ATdT MOBILITY ATLANTA GROUNDING GHEGKLIST, LATEST VERSION. WHEN NATIONAL AND LOGAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTEGTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING 15 REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT 15 THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL GODES AND ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISGREPANC.IE5 OR DIFFERENGES IN THE CODE REQUIREMENTS. 8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRAGTOR 15 RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DEPARTMENT TO SCHEDULE THE REQUIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE SCHEDULED AT ONE TIME IF POSSIBLE. 10. CONSTRUCTION MANAGER MILL GONFIRM FAA APPROVAL OF TOWER LOCATION BY ISSUING TOWER RELEASE FORM. NO TONER SHALL BE CONSTRUCTED UNTIL THE TOWER RELEASE FORM 15 ISSUED TO THE CONTRACTOR. II. THE GOMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG NITH THE FINAL RF DESIGN AND TONER STRUCTURAL ANALYSIS. CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 12. CONTRACTOR SHALL VERIFY LOGATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 13. THE GONTRAGTOR 15 RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE 5ITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE GORREGTED AT THE CONTRACTOR'S EXPENSE. 14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR. 15. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF 517E AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. lb. SEEDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF 1145 SITE DEVELOPMENT. THE GONTRAGTOR 15 RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGETATION OVER THE 5ITE FOR A ONE YEAR PERIOD. 11. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 15. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETPEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A GLEAN SET OF GONTRAGT DRAWINGS WHIGH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 19. THE CONTRAGTOR SHALL VISIT THE SITE BEFORE BEDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE. EXGAVATION * GRADING NOTES: I. ALL GUT AND FILL SLOPES SHALL BE 3 : I MAXIMUM. 2. ALL EXCAVATIONS ON WHICH CONCRETE 15 TO BE RAGED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WAIEK SHALL BE PROVIDED IF REQUIRED. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND SOIL 15 NOT REACHED AT THE DESIGNAI tll EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MEGHANICALLY GOMPAGTED GRANULAR MATERIAL OR THE EXGAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. 4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS. 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE GLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND 50 FORTH. 6. BAGK FILL SHALL BE - APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE; - FREE FROM CLODS OR STONES OVER 2 -1/2" MAXIMUM DIMENSIONS; - IN LAYERS AND GOMPAGTOD. 1. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE GOMPAGTION. EAGH LAYER SHALL BE SPRINKLED IF REQUIRED AND GOMPAGTED 5Y HAND OPERATED OR MACHINE TAMPERS TO '15% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE GONTENT ±256 AS DETERMINED BY ASTM DESIGNATION D -698, UNLESS OTHERWISE APPROVED. SUCH BACK FILL SHALL NOT BE PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. 5. THE FOUNDATION AREA SHALL BE GRADED TO PROVIDE MATER RUNOFF AND PREVENT WATER FROM STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN ALL DIREGTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED WITH 4" DEEP COMPACTED STONE OR GRAVEL. q. GONTRAGTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION GONTROL MEASURES AS REQUIRED BY LOGAL CITY, COUNTY AND STATE CODES AND ORDINANGES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE GONSTRUGTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STAIN BALE SEDIMENT BARRIERS AND CHECK DAMS. 10. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAT I VERTICAL TO 4 HORIZONTAL 50 FILL MATERIAL WILL BOND WITH EXISTING SURFACE: WHEN SUBGRADE OR EXISTING GROUND SURFACE E -TO RECEIVE-FILL HAS DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL AND REGOMPAGT TO REQUIRED DENSITY. 1I. REPLAGE THE EXISTING WEARING SURFACE ON AREAS WHICH HAVE BEEN DAMAGED OR REMOVED DURING CONSTRUCTION OPERATIONS. SURFACE SHALL BE REPLAGE TO MATCH EXISTING ADJACENT SURFACING AND SHALL BE OF THE SAME THICKNESS. NEW SURFAGE SHALL BE FREE FROM CORRUGATIONS AND NAVES. EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATERIAL, OF OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL RESURFACING MATERIAL AS REQUIRED. BEFORE SURFACING 15 REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. SURFACING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12. PROTECT EXISTING SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE, USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE 15 DUE TO 1145 CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. 13. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED / REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER 50 AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. 15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 16. RIPRAP SHALL BE CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE. X —�55OI iii a 0 G LEGERD FENCE CONTOUR LINE PROPERTY LINE / ROW LEASE AREA EASEMENT DISCONNECT SWITCH METER GIRGUIT BREAKER CODED NOTE NUMBER GHEMIGAL GROUND ROD GROUND ROD GROUND ROD WITH INSPECTION SLEEVE GADNELD TYPE CONNECTION COMPRESSION TYPE CONNECTION GROUND WIRE 1400: 0 0,0\.630‘c#, 004 `e P- 30 MANSELL CT SUITE 103 ROSWELL, GA 30070 678 -280 -2326 l DESCRIPTIO 2 S O 0 r, z z GENERAL NOTES c� DESIGNED: FGP DRAWN: FGP CHECKED: PINM JOB tANS -GAOO2 C -1 EXISTING GATE S GRAPHIC SGALES 15 O 15 iii — SCALE: I " = 15' PROPOSED AT4T EQUIPMENT INSTALLED ON THE EXISTING PAD, SEE SHEET G -3 FOR DETAILS X X X EXISTING BUILDING 15'-O" O <t EXISTING AT4T EQUIPMENT PAD X X EXISTING SPRINT EQUIPMENT PAD EXISTING - UTILITY FRAME 3T -I" EXISTING T- MOBILE EQUIPMENT PAD EXISTING AT4T GABLE HOUSING CONCRETE PAD (VACANT) EXISTING WATER TANK (BASE) x x X X EXISTING GATE EXISTING AG - EXISTING PANEL AND AT4 T METER METER ON ON UTILITY WOOD FRAME FRAME EXISTING GONGRETE WALK EXISTING TELGO PEDESTAL X X OVERALL SITE PLAN SCALE: 1" = 15' EXISTING CONCRETE PAD (VACANT) x x x x EXISTING CHAIN LINK FENCE (TYP.) • 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 -260 -2325 DESCRIP110N: s a w 0 0 z N . 23000/ PR t FESS !' AL -o 0 -s: •AN 6 QINE O ct CC a LIA ul DESIGNED: FOP ORAWO: FOP CHECKED: PW 1 J00 1:ANS -GA0O2 C -2 PROPOSED FURGELL FLXI61'15 GABINET MOUNTED ON NEW H -FRAME WITH (I) RBS 6601 MU FOR UMTS 3G PROPOSED RAYGAP DC6- 48- 60 -0-IE NMTS 30) EXISTING PVC CONDUIT FOR U/G COAX ROUTING (T1'P.) S GRAPHIC SGALES 3 0 3 SCALE: I" = 3' tr x 5-8' x I5'-0 x / x 8' -10' x x x EXISTING AetT GENERATOR \ \ / f • n / / / / SGPA EXISTING RB5 2106 GSM GABINET JJNCTION BOX / 2-10" x Z-1" x EXISTING GRAIN LINK FENCE (TYP) X EXISTING EMERSON -48V PG POWER 8 BAI1tRY CABINET IN/ RAYGAP 0G6- 48 -60 -RM AG PANEL TELGO BOX 2-1" ATS 3' -8" TELGO BOX TELGO BOX 2'-4" DISC. EXISTING AT4T ICE BRIDGE EXISTING GIENA UNIT EXISTING RBS 3106 UMTS CABINET PROPOSED EQUIPMENT LAYOUT SCALE: I" = 3' N EXISTING SPRINT EQUIPMENT PAD PROPOSED (I) -48V REGTIFIER IN EXISTING RECTIFIER SHELF EXISTING LTE MINI- PURCELL CABINET MOUNTED TO H -FRAME EXISTING SUB -PANEL Pt4 & 3OMANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 DESCRIPTION: ISSUED FOR CONSTRUCTION uJ 0 z O O 0 cn J 0 I- a z 0 la cc 2 a a 3 0 w DESIGNED: DRAWN: CHECKED: FGP FOP PWM JOB PARS—GAOO2 C -3A WATERTIGHT END GAP (TYP) 4" DIA. X T LONG, SGH. 40, GALVANIZED SUPPORT PIPE (TYP) P1000 UNISTRUT ATTACHED TO SUPPORT PIPES WITH STANDARD PIPE CLAMPS OR U -BOLTS (TYPO PROVIDE STANDARD UNISTRUT GAPS FOR ALL I EQ'05ED ENDS (TYP) mom FIBER GABLE � ` POKER GONI UITS 2L6" t, �d I PROPOSED '2"92"x1/2• P1 ATE ATTACHED WITH (4) I/2" HILTI KKK BOLT 11, 4" MIN. EMBED. (TYP) EXISTING CONCRETE --\ FIBER SLACK BOX o Q r FIBER GABLE METALLIC I NGTION i `FIBER BOX WITH IS' SD CORD CONDUIT WEATHERPROOF G0 RD FRONT VIEW SUPPORT POST PROPOSED RAYGAP —� DGb 48 bD -0 -1E (UMTS 3G) LB (TYP)- R65 CONDUIT (TYP) PURCELL SUPPORT FRAME DETAIL NOT TO SGALE 11 4 12 "x12 "xI /2" PLATE WITH (4) ' II6' HOLES BASE PLATE DETAIL NOT TO SCALE PROPOSED PURCELL CABINET (FLXIOWS) J =IF =Ti FIBER GABLE ~�- -FIBER GABLE SLACK BOX (BEHIND CONDUITS) FLEX CONDUIT (TYP) SIDE VIEW `�,'J���� �gtQl�!► x(`:\04) Znd Stits Ofk t+ttti PNA 30 MANSELL CT SUITE 103 ROSWELL, OA 30076 678 -200 -2325 i DESCRIPTION; 1591ED FOR CONSTRUCTION - RFDS REVISED w O z 0 1 O EQUIPMENT DETAILS DESIGNED: DRAWN: CHECKED: FGP FGP PWM JOB f:ANS- 0A1002 C -4 FIBER BUNDLE HANGER ADAPTER GROMMET, ROSENBERGER PART NO. GX605- 14A0111 OR EQUIVALENT SNAP -IN HANGER, ROSENBERGER PART NO. TH4g5 -DG -1s OR EQUIVALENT SNAP -IN HANGER, ROSENBERGER PART NO. TH4G6 -DGII4 OR EQUIVALENT SNAP -IN HANGER DG GABLE BUNDLE SEGURE WITH MOUNTING TABS AND STANDARD HARDWARE (TYP) EXISTING RAYGAP DG2- 45- 6O -O -clE OVERVOLTAGE PROTECTION UNIT (TYP) HANGER ADAM I LR GROMMET, ROSENBERGER PART NO. GX605- HA0120 OR EQUIVALENT NOTES: DOUBLE CLAMP I. REFER TO J5A DOCUMENTS FOR EXACT GABLE NUMBER AND MANUFACTURER SPECIFICATIONS FOR PROPER GROMMETS AND HANGERS TO SUPPORT THE FIBER AND DG GABLE BUNDLES. 2. REFER TO STRUGTURAL ANALYSIS FOR EXACT GABLE ROUTING AND MOUNTING CONFIGURATION. HANGER ADAPTER GROMMET DETAILS NOT TO SGALE MOUNT PIPE. (TYP) WHERE APPLICABLE SECURE DG2 WITH UNISTRUT AND STANDARD PIPE CLAMPS SIZED PER NEED TOP AND BOTTOM (TYP) RAYGAP DG2 MOUNT DETAIL NOT TO SGALE EXISTING RRUS -II LTE (TOOMhz) ANTENNA MOUNT PIPE (TYP) - CONTRACTOR TO VERIFY EXISTING CONDITIONS 4 REPLACE MOUNTING PIPE AS NECESSARY EXISTING RRU MOUNTING PIPE (TYP) - REPLACE AS NECESSARY ( z 1 PROPOSED RRUS -II UMTS 30 UNIVERSAL PIPE ADAPTER KIT 4 THREADED RODS. FIELD LOCATE AS REQUIRED (TYP) RRU MOUNT DETAIL NOT TO SGALE NOTE: THE MOUNTING DETAILS SHO Jd ON THIS SHEET ARE TYPICAL INSTALLATION DETAILS THAT MAY NOT WORK ON ALL SITES. PM/5, WAS NOT PROVIDED WITH AN ANTENNA MOUNT MAPPING REPORT. PM4A HAS NOT PERFORMED A STRUCTURAL EVALUATION OF THE EXISTING ANTENNA MOUNT(5). Zi 7rE-- moos JJ∎ -'Esd t"-c' wv tt.rc --P Lo 4 (mac r'1 -C-7;,, �/ PROPOSED RAYGAP "SQUID" DG6- 4S- 60 -IS -8F OVERVOLTAGE PROTECTION UNIT (TYP) PROPOSED RAYGAP MOUNTING BRACKET (TYP) PROPOSED RAYGAP BASE PORTS (TYP) PROPOSED RAYGAP GABLE SUPPORT HARNESS (TYP) ANTENNA AND DOWNTILT BRACKET (TYP) NOTE: CONTRACTOR TO RE -MOUNT TMAS AND OTHER ANTENNA PIPE MOUNTED EQUIPMENT AS NECESSARY eIlle TOWER LEEI OR PIPE MOUNT INSTALLATION TONER LEG OR STANDOFF MOUNT TUBE MEMBER. REFER TO TOWER PLAN FOR SITE SPECIFIC LOCATION (TYP) RAYGAP 50U11' MOUNT DETAIL SECURE WITH RAYGAP PIPE MOUNTING HARDWARE SUPPLIED WITH BRACKET (TYP) NOT TO SGALE 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2326 DESCRIPTION: ISSUED FOR GONSIRUGTION N_ 0 0 s 0 u- z O R 1STER . / o. 230 i P'OFE TONAL 4/C �'Q 0 �o DESIGNED: DRAWN: CHECKED: JOB PANS-GAOO2 EQUIPMENT DETAILS FGP FGP PWM C -5 NOTE: THE CONTRACTOR SHALL OBTAIN THE FINAL RFDS PRIOR TO CONSTRUCTION. 4 To 0lhe Ant. 1.9CID -_ UMTS 1900 x 3 DiJersr; : Space + Cross-Pole Uhl TS and LTE 2 CO A t Antenna /2 TI.1A 1500,,R11.1 S, IT AIA L9 CIt VAC ..1111)10 00TS T6MA RET 0onirol Cable Gt:h t•See GE OE RAL.NOTES on ,P age 1 2 RETm«s(beeo.nto_Iled? via separate.AISG hora_e- run' - - cable 3 Shared TTrltRequlre -d;; GS,ht and,UM;TS.;m:u,st.share` the._ s.am'e tilt'on b:ofh` an Ian n`as(in same band). RFDS NOTES: GA_4IOOI3_GGO _2413528535_10017258_040313_04 SITE ACQUISITION FOR UMTS CARRIER ADDITION PROJECT SHOULD BE DONE AT THE SAME TIME AS SITE ACQUISITION FOR THE LTE PROJECT. FOR 850, AS PER FGG LIMITATION URBAN GOUNTIES LIMIT TO 5001N AND IOOOW FOR RURAL COUNTIES. REFER TO RF DESIGN TEAM FOR THE ERP AND MAXTXPWR CALCULATION. NOTE: PLEASE SEND RNDGIQ LONG FORM TO RF DESIGN TEAM FOR REVIEW PRIOR TO SCRIPTING TO ENSURE IT DOES NOT EXCEED F66 LIMITS. EXISTING UMTS CONFIGURATION: I X 3X06 (IG AND 26 UMTS) NEW UMTS GONFIGURATION: 1 X 3X06 (16 AND 2G UMTS) AND IX 6601 (RRU5 —I1 36 UMTS) UMTS 3RD GARRIER NOTE: FOR RRUSII IN SPLIT POWER, IT SHOULD BE IN TX SIMULCAST MODE — ADD IX RBS 6601 FOR 36 UMTS. — ADD IX Ig00 RRUS —I I AT THE TOP OF THE TONER PER SECTOR, SPLIT SON TO AGGOMMODATE FUTURE CARRIER (40W PER CARRIER). TOTAL OF 3X MOO RRUSII — REPLACE EACH UMTS ANTENNA WITH IX KATHREIN 742 -236 (NOOMHZ —ONLY QUADPORT ANTENNA). — UMTS 3G UTILIZE ONE SIDE OF THE QUADPORT (NO TMAS), UMTS IG /2G (NTH TMAS) WILL UTILIZE THE OTHER SIDE OF THE QUADPORT. — SET 3G TILTS TO MATCH EXISTING IG 4 2G UMTS TILTS. NO CHANGE TO GSM /LTE GONFIG. — IF ONE DOESN'T EXIST, ADD IqA RET CONTROLLER UNIT (GGU / MGU) AND GABLE INTEGRATION KIT TO NODE 5, PART NUMBER (DATA SHEET) — RGU (REMOTE CONTROLLER UNIT) / ACTUATOR FIRMWARE SHOULD BE AIS62.0 — INSTALL AND CONFIGURE GGU / MGU TO NODE B AT THE SITE — THE GGU / MGU WILL BE PART OF THE SITE ACCEPTANCE PPM 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 Bundled Fiber0ptic cable 0pticaIFiber No. 230 ROFE DESIGNED: DRAWN: CHECKED: FGP FGP PWM LTE EnodeB t1ain(BasebandiUnit aoa f:AN5 —GAOO2 3x 06 Node B C -6 PM4A HA5 NOT PERFORMED A STRUCTURAL EVALUATION ON THE TOWER OR ANTENNA MOUNTS FOR THIS PROJECT. REFER TO THE STRUCTURAL ANALYSIS BY OTHERS. EXISTING $ PROPOSED ATbT ANTENNA CENTERLINE HEIGHT - 154' AGL EXISTING CORRAL MOUNT EXISTING B PROPOSED ATBT ANTENNAS (TYP) PROPOSED AT4T (3) UMTS 3G ERICSSON RRUS -II (TYP. - I PER SECTOR - BELOW LTE RRU) PROPOSED PROPOSED AT4T RAYGAP "SQUID' DG6- 48- 60 -18-8F (UMTS 3C) ° EXISTING AT4T RAYGAP DG6- 48- 60 -IS -SF (LTE) TO REMAIN EXISTING AT4T UMTS TMA's TO REMAIN AT POSITION 5 (TYP. - AT EACH SECTOR) EXISTING ATBT LTE ERICSSON RRUS -II AT POSITION I (TYP. - I PER SECTOR) GAMMA 210° �— EXISTING ATBT LTE/GSM ANTENNAS TO REMAIN AT POSITION I (TYP. - I PER SECTOR) EXISTING AT4T UMTS ANTENNAS AT POSITION 5 TO BE REMOVED (TYP. - I PER SECTOR) EXISTING WATER TANK EXISTING AT4T G5M TMA's TO REMAIN AT POSITION I (TYP. - AT EACH SECTOR) 4+.1 . Klo,rZtrt D r J � a i�Nt•�c� St-Sr L Jp AT4T (2) TRUNK DG POWER GABLES 4 (I) TRUNK FIBER GABLE FOR UMTS 3G ROUTED UP THE EXISTING MESSENGER PIPE WITH CLUSTER BRACKETS ON THE INSIDE OF THE WATER TOWER EXISTING GABLE HOUSING PROPOSED (2) 25' CONDUITS FOR NEV GABLES ROUTED UNDERGROUND FROM THE EQUIPMENT PAD TO THE WATER TOWER TONER ELEVATION NTS oo,y(D EXISTING ANTENNA ORIENTATION DETAIL NTS EXISTING AT4T RAYGAP DG6- 43- 60 -13 -8F (LTE) TO REMAIN EXISTING ATBT UMTS TMA's TO REMAIN AT POSITION 5 (TYP. - AT EACH SECTOR) PROPOSED ATBT (2) DG2- 48- 60 -0-9E (TYP. I PER SECTOR BETA 4 GAMMA) - MOUNTED BELOW TMA'S) GAMMA -4— 210' EXISTING CORRAL MOUNT EXISTING AT4T LTE/G5M ANTENNAS TO REMAIN AT POSITION I (TYP. - I PER SECTOR) PROPOSED AT4T (3) KATHREIN 14223(7 ANTENNAS FOR UMTS AT POSITION 5 (TYP. - I PER SECTOR) EXISTING WATER TANK EXISTING ATBT GSM TMA's TO REMAIN AT POSITION I (TYP. - AT EACH SECTOR) D' 4 PROPOSED AT4T RAYGAP "SQUID" DC6- 48- 60 -I8 -8F (UMTS 30) EXI5TING CORRAL MOUNT PROPOSED AT4T (3) UMTS 3G ERICSSON RRUS -II AT POSITION 3 (TYP. - I PER SECTOR - BELOW LTE RRU) PROPOSED ANTENNA ORIENTATION DETAIL NTS NOTE: FOR CLARITY, ONLY ATBT ANTENNAS SHOWN N NOTE: THE CONTRACTOR SHALL OBTAIN THE FINAL REDS PRIOR TO CONSTRUCTION. NOTE: THE MOUNTING DETAILS SHOWN ON THIS SHEET ARE TYPICAL INSTALLATION DETAILS THAT MAY NOT WORK ON ALL SITES. PMBA WAS NOT PROVIDED WITH AN ANTENNA MOUNT MAPPING REPORT. PMBA HAS NOT PERFORMED A STRUCTURAL EVALUATION OF THE EXISTING ANTENNA MOUNT(S). t"*�Ins alma\ 5'a� �$ oat Sd WittsI on and State PatOdrnetlks Icaa 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 - 200 -2323 0 DESCRIPTION: ISSUED FOR CONSTRUCTION w 8 z O O I 0 a® O • 1" I-z • W WO CC -'a idZ cr Z W O Z I- a DESIGNED: DRAWN: CHECKED: FGP FGP PWM JOB ij:ANS -GAOO2 C -7 ELECTRICAL KEY NOTES: lO PROPOSED 2° CONDUIT WITH (2)'•!4A'NG- FROM THE -45V POWER CABINET TO THE PURCELL FLXI61,15 FUSE BLOCK. OPROPOSED 2° CONDUIT FOR TELGO $ ALARM GABLES FROM THE RBS 6601 MAIN UNIT TO THE SIAD. 51118 UP .JUST OUTSIDE THE PURCELL FLXI6.'d5 CABINET IF SIA.D I-IA5 NOT BEEN INSTALLED. O PROPOSED (I) 18 PAIR FIBER CABLE ROUTED DOWN THE TONER FROM THE FEN RAYGAP SQUID TO THE EXISTING GABLE HOUSING. TRANSITION TO 25" CONDUIT AND ROUTE BELOW GRADE TO THE PURCELL FLXISNS (ROUTE THROUGH A SLACK BOX TO MANAGE EXCESS CABLE). SEE DETAILS ON SHEET G-4. 1\ 4.8 I` - 11\ ® PROPOSED (2) TRUNK POWER GABLES ROUTED DOWN THE TONER FROM THE NEN RAYGAP SQUID TO THE EXISTING CABLE HOUSING. TRANSITION TO 25° CONDUIT AND ROUTE BELOW GRADE TO THE NEW RAYGAP DG6- 48- 60 -0 -IE. 5 PROPOSED 25" CONDUIT WITH #8 ANG DG POWER GABLES (FOR EACH UMTS SG RRU) FROM THE NEN RAYCAP DG6- 45- 60 -O -E TO THE -48V POWER CABINET. X X X X X X \ ,. r. •-•■ v X PROPOSED PURCELL FLXI6N5 CABINET MOUNTED ON NEN H -FRAME WITH (I) R55 5601 MU FOR UMTS 3G EXISTING MT GENERATOR PROPOSED RAYCAP DC&- 45- 60 -0 -E (UMTS 3G) EXISTING PVG CONDUIT FOR U/S COAX ROUTING (TYP.) S GRAPHIC SCALES O SCALE: I" = 3' 3 SGPA EXISTING R135 2106 GSM CABINET JflL TELGO BOX ATS TELGO BOX DISC. EXISTING AT*T ICE BRIDGE JUNCTION BOX r4".0-41 4 6..44 AG P- A- NEL EXISTING GIENA UNIT EXISTING EMERSON -40V DC POKER 4 BATTERY CABINET W/ RAYGAP DC6- 48 -60 -RM • X X NOTES: I. ALL CONDUITS ABOVE GRADE SHOULD BE RG5 UNLESS NOTED OTHERWISE. 2. ALL PROPOSED CONDUITS AND GABLE SHOULD BE LABELED PER AT6T SPECIFICATIONS. ALL CABLE PENETRATIONS IN JUNCTION BOXES AND SLACK BOXES SHOULD HAVE I5" 50 CORD CONNECTORS EXCEPT WHERE TRANSITIONING TO CONDUIT. 3. AC PANEL TELGO BOX EXISTING PBS 3106 UMTS CABINET ELECTRICAL SITE PLAN SCALE: I" = 3' X X X EXISTING CHAIN LINK FENCE (TYP) EXISTING SPRINT EQUIPMENT PAD PROPOSED (I) -45V RECTIFIER IN EXISTING RECTIFIER SHELF EXISTING LTE MINI- FURGELL CABINET MOUNTED TO H -FRAME EXISTING SUB -PANEL NOTES: I. LEAN CONCRETE, RED - COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. FINISHED GRADE OR GROUND COVER, MATCH SLOPE AND THICKNESS OF EXISTING UNDISTURBED SOIL S 0 12 N TRENCH { =1i 11= "IjSs FI'r'ILtL= 'g Lj C7 iii %=1041DAP �11�71 =tie�J CONDUITS FOR TELEPHONE, ELECTRICAL, 6 ANTENNA SHARING INHERE APPLICABLE ' NOTE: REFER TO THE SECTOR DIAGRAMS IN THE REDS FOR INTERCONNECTION CABLES SMA -DIN, 6 GMA -DIN CABLING DETAILS. ROUTE ALL GABLES SECURE PER ATST SPECIFICATIONS. AL J1RINGI SERVICE INCLUDED MUST BE COPPER » ALUMtUNM ALLOWED ;;action 9, subsection Tybee Land Develop 3" (MIN) (TYP) $' (MIN) (TYP) CAUTIONARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL COMPACTED SAND (SEE NOTE I) COMPACTED SAND BED (SEE NOTE I) CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS DIRECT BURIED CONDUIT NT5 (RIGID STEEL CONDUIT PLUG FOR SPARE CONDUIT) RIGID STEEL CONDUIT ABOVE GRADE (TYP) RIGID STEEL CONDUIT AT ELBOWS (TYP) RIGID STEEL CONDUIT COUPLING GRADE RIGID STEEL TO PVC ADAPTOR PVG SCHEDULE 40 CONDUIT BELOW GRADE (TYP) UNDERGROUND CONDUIT STUB -UP NT5 tsx14t1,�� �� tt \c ,0tj11 oe Nata State Cods -P:Not‘ `3e, Wr•evttac,snts p 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 -200 -2325 0 a Fc to 8 LLd O 8 EL m z ELECTRICAL SETE PLAN DESIGNED: DRAWN: CHECKER FGP FGP PWM E SOA 20A 20A 20A -48V DC BUS PROPOSED #5 AMG DG POKER CABLE (TYP. FOR EACH RRU) * NOTE: THE PBS 6601 MU HILL BE POMERED FROM THE PURCELL_ FUSE BLOCK. THE MU REQUIRES A 15A BREAKER AND #12AMG HIRE. RAYGAP DC6- 48- 6O -0-IE RAYGAP "SQUID" DC6- 48- 60 -15 -5F PROPOSED (2) f2OSENBURGER NR- VG86T -BRD (3) PAIR POWER CABLES HITH 8 AMG CONDUCTORS FOR UNITS 36 PROPOSED (2) #4 ANG PURCELL FUSE BLOCK * SEE NOTE ABOVE RAYGAP DG2- 48- 60 -0-9E UNITS 36 RRUS -II ALPHA RAYGAP D02- 48- 60 -0-qE PROPOSED SINGLE PAIR #12 MG DG GABLE (TYP. FOR EACH RRU) PG ONE LINE UNITS 3G RRYS -II BETA UNITS 3C RRUS -II GAMMA tia�AN ° .\t,G �� �� to G° GeatO ALL WiRi YfG, SERVICE INGLUo='n MUST aE COPPER NQ ALUM IUNM ALLOWED aeotion 9, sub- section B -2 -A iybee Land Development Code pi 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 DESCRIPTION ISSUED FOR GONSTRUGTION 0 0 0 0 u 3 w m 0 z 0 0 6 ONE LINE DIAGRAM DESIGNED: DRAWN: CHECKED: FGP FGP PWM JOB #:ANS- -GA002 E -2 GROUNDING KEY NOTES: PROPOSED #2 AN6 STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED RBS 6601 MAIN UNIT TO THE PURCELL CABINET GROUND BAR. GROUND PER MANUFACTURER'S SPECIFICATIONS. PROPOSED #2 A115 STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED RAYCAP DG6- 48- 60 -O-IE TO THE TO THE EXISTING GROUND RING. GROUND PER MANUFACTURERS SPECIFICATIONS. BOND STEEL POSTS FOR H -FRAME TO GROUND RING WITH #2 MG SOLID BARE TINNED COPPER WIRE. PROPOSED #2 MG STRANDED GREEN INSULATED COPPER HIRE FROM THE PROPOSED PURCELL CABINET GROUND BAR TO THE EXISTING GROUND RING. GROUND PER MANUFACTURER'S SPECIFICATIONS. PROPOSED PURCELL FLXI6115 CABINET MOUNTED ON NEW H -FRAME WITH (I) RBS 6601 N'U FOR UNITS 3G PROPOSED RAYGAP DGb 4(UMTS CIE (UNITS 3G) .-., Cir 0 EXISTING PVG CONDUIT FOR U/G COAX ROUTING (TYP) G X PROPOSED #2 AWG SOLID BARE TINNED COPPER WIRE FROM EACH PROPOSED .UNCTION BOX TO THE EXISTING GROUND RING. PROPOSED #2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED PURGELL CABINET CHASSIS TO THE EXISTING GROUND RING. GROUND PER MANUFACTURERS SPECIFICATIONS. PROPOSED #2 AWG SOLID BARE TINNED COPPER WIRE FROM ALL METALLIC CONDUITS TO THE EXISTING GROUND RING. U5E BURNDY GAR SERIES CLAMPS TO CONNECT TO CONDUIT (TYP). X TONER TOP GROUNDING NOTES: I. PROPOSED #2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE PROPOSED RAYCAP DC6- 48- 60 -18 -8F TO THE SECTOR GROUND BAR. GROUND PER MANUFACTURER'S SPECIFICATIONS. 2. PROPOSED #2 MG STRANDED GREEN INSULATED COPPER WIRE FROM EACH RRU TO THE SECTOR GROUND BAR. GROUND PER MANUFACTURER'S SPECIFICATIONS. 3. PROPOSED #6 AWG STRANDED GREEN INSULATED COPPER WIRE FROM THE TMAS TO THE SECTOR GROUND BAR EXISTING MT GENERATOR I 1 � J \ \ / I • n / SCPA EXISTING RBS 2106 65M CABINET JUNCTION BOX EXISTING EMERSON -46V DG POWER $ BATTERY CABINET NU RAYCAP DC6- 48 -60 -RM AT5 JfL TELCO BOX TELCO BOX I I DISC. EXISTING ATST ICE BRIDGE EXISTING CIENA UNIT EXISTING RB5 3106 UNITS CABINET GROUNDING SITE PLAN SCALE: I" = 3' EXISTING CHAIN LINK FENCE (TYP.) AG PANEL TELCO BOX PROPOSED (I) -48V RECTIFIER IN EXISTING RECTIFIER SHELF EXISTING LTE MINI- FURGELL GANNET MOUNTED TO H -FRAME EXISTING SUB -PANEL ALL *,1,`',[ SERI.,.. MUST E :1 NO ALUM j;, M ALLOWED Section 9, sub- section 13-2 -A Tybee Land Development Code 3 GROUNDING NOTES I. ALL GROUND Fl FCTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AG POKER' GEE'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEG AND AT4T ND -00011. 2. THE SUBCONTRACTOR SHALL PERFORM Ittt FALL -OF - POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND SI) FOR GROUND ELECTRODE SYSTEMS. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24182- 000- 3P5 -ESOO- 00001. USE OF OTHER METHODS KO ST BE PRE - APPROVED BY CONTRACTOR IN WRITING. 3. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN THE ADDED ELECTRODE AND ANY OTHER EXISTING ELECTRODE EQUAL TO THE BURIED LENGTH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE BURIED LENGTH OF THE RODS. 4. THE SUBCONTRACTOR 15 RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE AND UL APPROVED GROUNDING TYPE CONDUIT CLAMPS PER NEG AND AT4T ND- 00011. 6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POKER CIRCUITS TO BTS EQUIPMENT. 1. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK -TO -BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. S. ALUMINUM CONDUCTOR OR COPPER GLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. q. USE OF q0' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS GAN BE ADEQUATELY SUPPORTED. IN ALL CASES, BENDS SHALL BE MADE WITH A MINIMUM BEND RADIUS OF B INCHF 10. EACH INTERIOR BTS CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE MASILk GROUND BAR WITH #2 AW6 STRANDED, GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. EACH OUTDOOR CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH # 2 MG SOLID TIN - PLATED COPPER HIRE. II. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING, SHALL BE #2 AWG SOLID TIN - PLATED COPPER UNLESS OTHERWISE INDICATED. 12. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE EXTERIOR UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE, INCLUDING SET SGREWNS. HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRI I IEN PERMISSION FROM ATST MARKET REPRESENTATIVE. 13. EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. 14. ALL WIRE TO MIRE GROUND CONNECTIONS TO THE INTERIOR GROUND RING SHALL BE FORMED USING HIGH PRESS CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. 15. ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION GAP CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS. 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS 51tEL HARDWARE, INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP BTS EQUIPMENT AND STRUCTURAL STEEL. 16. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TONER GROUND BAR USING TWO HOLED MECHANICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE. IT. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. IS. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. II. MISCELLANEOUS ELECTRICAL AND NON - ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEG. 20. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF THE BURIED GROUND RING WITH # 2 SOLID AWG TIN - PLATED COPPER GROUND CONDUCTOR. 21. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT 15 REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON - METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT 15 UNAVOIDABLE (E.G., NON - METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT WITH LISTED BONDING FITTINGS. 22. GROUND ALL RF EQUIPMENT INCLUDING BUT NOT LIMITED TO COAX, DIPLEXERS, SURGE ARRESTORS, TMA'S, ANTENNAS, S ANTENNA MASTS PER NEC AND ATST ND- 00011. GRAPFIIG SCALES 0 3 SCALE: I" = 3' p 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678- 280 -2325 m 0 z HMG sSE1 E ?LAN DESIGNED: DRAWN: CHECKED: FOP FOP PWM as 1:ANS -OA002 E -3 PROPCED ANTENNA MAST RAYGAP RRU RRU GABLE GROUNDING KIT W/ WEATHERPROOFING (FOR GSM COAX ONLY) COAXIAL GABLE TO ANTENNA (65M ONLY) PROPOSED PANEL ANTENNA #2 AW6 STRANDED GREEN INSULATED COPPER WIRE TO THE RAYGAP 4 RRUs EXISTING SEGTOR GROUND BAR NOTES: EXISTING GROUND BAR AT BASE OF TOWER (COAX GABLE ONLY) EXISTING GROUND BAR AT EQUIPMENT CABINET OR OUTSIDE OF SHELTER (COAX GABLE ONLY) 1. GABLE GROUND KIT AT PROPOSED ANTENNA TO BE MOUNTED WITHIN 6" OF CONNECTION TO ANTENNA. 2. CABLE GROUND KIT AT BASE OF TONER TO BE MOUNTED WITHIN 36" ABOVE WHERE THE CABLING BENDS AWAY FROM THE TOWER. GROUNDING SCHEMATIC FOR PANEL ANTENNAS NOT TO SCALE 3/8" 4 STAINLESS STEEL BOLT TWO HOLE COPPER GOMPRE55ION TYPE GROUND LUG #2 GROUND CONDUCTOR MECHANICAL GROUND GONNEGTION NOT TO SCALE GABLE TO ANTENNA WEATHERPROOFING KIT WAX GABLE GROUNDING CLAMP KIT r#6 AWS STRANDED COPPER GROUND CONDUCTOR FOR SHELTER: 3/8" DIA. HILTI KWIK BOLT II WITH COUPLER FOR IGE BRIDGE: STANDARD 3/8" DIA. NUTS 4 WASHERS SHELTER CEILING / ` OR IGE BRIDGE P10001-5113" UNISTRUT GUT AS REQUIRED (TYP) O 0 O 0 O O O O DIPLEXER SECURED TO UNISTRUT WITH MANUFAGTURERS SUPPLIED HARDWARE (TYP) C� 0\141 %1�G GABLE TO RBS �� !` � e d I. DO NOT INSTALL GABLE GROUND KIT AT A B. �`. ,Y � �,`��C yI(� ?S\ s 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR ru C����(��' 3. GROUNDING KIT 4 WEATHER PROOFING KIT SHALL BE (‘� TYPE 4 PART # AS SUPPLIED OR RECOMMENDED BY ��� GABLE MANUFACTURER. QZ COAX GABLE GROUND KIT NOT TO SCALE rMOUNTING BRACKET 1116. 0 HOLES INSULATOR o ° 0 0 0 TO GROUND RING EDGE GADWELD CONNECTION (TYP) COPPER BAR, I /4 "x4 "xL NOTE L = AS REQUIRED FOR ALL GOICEGTIONS PLUS 50% FUTURE CAPACITY. GROUND BAR DETAIL NOT TO SCALE O O O O DIPLEXER GROUNDING DETAILS NOT TO SCALE we DIA. ALL THREADED ROD. GUT ROD TO REQUIRED LENGTH (T(P) PROVIDE NUTS 4 WASi` -IERS TOP 4 BOTTOM (TYP) GONNEGTION PER MANUFACTURER'S SPECIFICATIONS #6 AWG STRANDED GREEN INSULATED COPPER WIRE TO GROUND BAR (TYP) CONNECTION PER MANUFACTURER'S SPECIFICATIONS #6 MG STRANDED GREEN INSULATED COPPER HIRE TO GROUND BAR (TYP) NOTE: ON OUTDOOR SITES, INSTALL WEATHERPROOFING AT EACH CONNECTION PER AT4T SPEGIFIGATIONS SURGE ARRESTOR GROUNDING DETAILS NOT TO SCALE EDGE CADSELP GONNEGTION (TYP) ALL 1Yi1liNLi. SERV!C MUS/�T _ :)8Ct10n 91 IONM ALLOWED sub -section 8-2-A Tybee Land D COde PV 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678 -200 -2325 DESCRIPT10 0 2 f 0 0 0 ISSUED FOR CONSTRUCTION m z O GROUNDING DETAILS DESIGNED: FGP DRAWN: FGP CHECKED: P{NM JOB I:ANS -GA002 E -4